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HomeMy WebLinkAbout36113 Stable Wilk AveY ABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. A.F.F. Adjustable Above Finished Floor Ftg. Footing Ref. Refrigerator A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft, Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights Cir. Circle Clg. Ceiling KNVall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. CommunityTB Lay. Lavatory Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Ded. Decorative Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Der Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. ... Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Svs Floor Svstem PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS Ll LENN/�Rg 2575 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. ,QUO SIly" "- d31d�� yd0 CS COVER SHEET $3'� dNd SQO O�t�Nta'tlf!8J �adn-aa 1 MAIN FLOOR PLAN 3I g3C� HS ��OM, 1.1 UPPER FLOOR PLAN H11M ��dW00 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL �13NIVYVX3 Ntind 4 MAIN ELECTRICAL PLAN Sl1IH21AHd31-/.y:',''- AlIO 4.1 UPPER ELECTRICAL PLAN Z�_/L�- 31`d(7 M31A3H 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 STEM DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 I PRODUCT APPROVAL NUMBERS I PA1.4 I PRODUCT APPROVAL NUMBERS I MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES IMEAN ROOF 30 FT. HIGH TYPICAL I FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. M O O ® O z C° z Q O J l2 O v� a—' w �_ p �U — O LLJ 1- 0 � cn M v , F— O O m � �. ) C N M LU F— E C M M fU 'd M aimO o0 L_ LL 00 V Y I I iI I jl Y Q_ O +I O Q O AI B Do N. C. B. D.0 C 0 M �Z NzJz o a id Z N S� O (n N-ocl ii ii'n IJL lla BM O rn Nl.� o, q RL Z , W o 04 � V `.' M ❑ ❑ To the best of the Engineer's knowledge, informati n, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 n > U CDM Q U-) M Z�_ LPG a .� � Nr Q LL- F-� CL �M Zce U 00 a E� Z LULU � Milli! oZ �0 W� Z a a f zQ&a Ez080 U z Q ;oWZ p w J ap,n O w S W w cow W zz O0 zZ Z ,3 :D ry I� L LJ F- o 0 i (V 0 p U �a U >� IL Q 0 <U 9" � xO� a aa fV z¢o zQ Q d' L:u o Z N �aC LU I� W w Z Q LL = _! �� cW G Q oz8 O Y FI- �L/ Q Z Z W awZ a� Ln Jo 0 l� _ ¢ Z rn ,--1 a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: M)AMES VERSION N0. 10 SHEET NO. CS I � � � I� � f,^?�1Fl�'IIII�fi�RRrII�I'Alrlr7l(�@Illi#R� 0 0 TYP @ 2 STORY J S6 H.B.t (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 COVID' COVID' I S6 _ I I I I I IG I I I I I I S3,h I I I IUP 16R1 I I I I 1 1 1 I I I8 TYP @ 2 STORY c 3 4 5 00 — — — — FLOOR G.T. — — 9 I is 42" SLOPING a 10 - HALF WALL 11 i; 0° FAMILY ROOM w/ 2X4Bi--}— M O T _ dSPF 12 I 8 " FLAT CLG. TOENAILS @ I - CARPET BASE FLEX G 8'-8 T 0 I. 8'-8" FLAT CLG. d O S3 00 -v CARPET O �I LID M C0 - — 0 - CV Av—u- (2) #5'S 2x6 WALL 5-SH 00 H4 I O *- 12" DEEP - — — — — — — — — — — — ------ 2068 B.F. — — — — — — — — — — — HDR AT T-4"8'-8" FLAT CLG. N r 16'-48" I I T-8" U T-8" T-6" RY 6-0" R- �1j�=2" -7106 J_S6 �1 r FOYER I TYP @ 2 STORY o1 0 �I �' 8'-8" FLAT CLG. (2) #5'S (3) 2X4 #2 SPF W/ LL LL LL TILE (3)16d TOENAILS @ Av—BASE CD w.H. _ (3) 2X4 #2 SPF W/ 3 2X4 #2 SPF W/ ) V(3 (3)16d TOENAILS N`")16d v rn TOENAILS S3 @ BASE N r @ BASE O- - - - - - -- - - - I 0 2'-6" BUILDER TO PROVIDE I D I S3 is E O APPLIANCE PROTECTION i 0 DINING ROOM WHEN REQUIRED PER FBC PAT I OLo 8'-8" FLAT CLG. I I I CARPET 2 CAR GARAGE T 8'-8" FLAT CLG. I I I I I I 4'-0" 6-2" 6'-6" 4'-8" 20'-8" I I I EDGE OF SLAB 2" I 00 I I r _ 2 ��-- I� F1 L J BEYOND WALL �o� N I O I O I I I I a r N — T -- 1 - -- --_-- 36 —— 3 3 - I- CC I I O I I I I — S3 1 w p 1 1 I I I x I 1 I 1 KITCHEN 04 — + -�--- ! H1 j 8'-8" FLAT CLG. I I TILE 260 68 19 I I I --I---i--- REF. t_1111110111 z4 I OPT PA TRY -L ZILLz, 1: 16" DEEP N - N 5-SH - CV J S6 TYP @ 2 STORY 38'-0" H.B. 5'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X381 18JX374 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18 X622 S.H. 16 20X72 18 X71 S.H. J 32 27 1/4 X 26 26 X 25 S.H. J 33 27 1/4 X 381 N/A S.H. j 34 27 4 X 50 1 N/A S.H. 1733 NIA 26 x 37 S.H. J 34 N/A 26 x 50 S.H. J 35 27 1 X 63 26 X 62 1/2 S.H. J 36 27 4 X 72 26 X 71 1/2 S.H. 22 374X26 36jX251/2 S.H. 23 37 4 X 38 4 36 4 X 37 3/4 S.H. 24 37 4 X 50 1 36 J X 50 S.H. 25 374X63 36jX621/2 S.H. 26 374X72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54X381 52JX374 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 2 S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 391 79 X 59 N/A 1 S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. Is From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +25.6 / -27.8 W +25.6 / -34.3 © +24.5 / -26.7 () +24.5 / -31.9 �E +23.0 / -25.2 �F +23.0 / -28.9 OG SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2x6 CONDITIONED CEILING 0 R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 10f (DV z M —0 CO z z Q CL z O C Q) �--� wU, �U — O w E �Ct t� En 0 0 U M a) L.L.I I. E — $ min C' f0 M co '0 O o0 = ai a) U a =LLcc) -5 - ao �o Q rn U)0 rn 4 6 A 1 _v 44- rn IO do z b o ,�r-P.0 _ �` n; W �LL_9"Or u —a Q ca how `�''g Z tl1'1 Z mow? r , • LLVi cw O a` o *N. J OU m ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O aI� O M O M Q tl) CL oC U Q 00 Z § E rt7 W W � ~ d- J oZ x Z a F �a�W -80 U Z W Z Q E Z (_' 1 w J a0� O D: LL N W m d. Z � o� Zz Qo 5� O O L l o > 0 O U C%) .— 'o Oz F- 0 <h � X p -Q--:: UOa'm-� (� zaoa Q N $o�� Z Z w Ln Wo,Wo Z ,- ' =¢LL5 J T"I tcLl G ill Q H O p w u W�F �//''�� V/ TT Q z z ¢ W Z dz m = J O aZ SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 IF11111111111111111 IIMIIII 8 0 0 It 3 D2 0 0 Cr HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 141C-145C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING V-0" 2x4 SPF #2 SYP #2 16" O.C. 9'-0" 2x4 SYP #1 16" O.C. >9'-0" 2x6 SPF #2 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT - SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 # X 25 J S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18jX71j S.H. 1232 27 1/4 X 26 26 X 25 J S.H. J 33 27 1/4 X 38 a N/A S.H. 3 34 27 J X 501 N/A S.H. J 33 N/A 26 x 37 1 S.H, j 34 N/A 26 x 50 S.H. z 35 27 j X 63 26 X 62 1/2 S.H. z 36 27 X 72 26 X 71 1/2 S.H. 22 37 X 26 361 X 25 1/2 S.H. 23 37 j X 38 a 36 # X 37 3/4 S.H. 24 37 J X 50 a 36 # X 50 S.H. 25 37 j X 63 36 4 X 62 112 S.H. 26 37 j X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 j 52 X 37 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +25.6 / —27.8 © +25.6 / —34.3 © +24.5 / —26.7 O +24.5 / —31.9 +23.0 / —25.2 +23.0 / —28.9 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND MASONRY HGT. @ V-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) O M o O _ Z m z _J CL O �--� LU Iru L'3 U — O LU I- E 0 U1 0 0 a) M 8J B I--- E — 0 C U M f4 ;D M O o o ai Cm L F 0 I,I p tnno o _,�c Q m ,n v, a) < A I B ®• 1cBDc fv C D rn u7 r: N gab to m ;io ,R p O Z Z ,ail ro.Z ICV a; � � ` Wy N a W Zj Z =Qo` Al7 N O 'jamCR �•AI 04 a� Na"r,�,.9"," W',g'"' S o�M ��n3�:?�vasa�`s ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 ON Z O N 1­4 O ?�' 5 to M O 4-J "fU In Q CL (Alz in n iJ 0 Ll) Q CL LL e—, cl� U Q00 z a �1. , E Z Lu C:) J 0 W d- oZ x Wo zaa <a r~ ¢�� zoo Z2za 0 w Z Og_ zu_o W 0 co Ln Z Zz r0 O z w z -0 O v 3 fO ' ) LL. 0 ) N C) O � Z a U CV 2 W 0 ® = ¢p xOc`� � < N < z��IL W z z J Q N Qa F- Y0�a Z w � J LLI wQ�= <t o W o �"¢ c0 1,O Q z Z a�z a *k Lnz m g = Qz SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 O SHEET NO. 1.1 G a L-II I��LJIi-- _- '� ow � SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @END OF LANDING FOR STRINGERS TO CONNECT TO KITCHEN PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x$ #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH BATH 2 PRF-FNG FI C)[)R JOIST W/ (91 I:IIto] WMIW 00 MIRROR O IL OWNER'S BATH O CM O N 9 C'M KITCHEN ISLAND INTERIOR ELEVATIONS 1-11 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I U 2x12 HDR. w/ (3) 2x STUDS AT Q a' PLYWOOD @ EA. END FOR BEARING LANDING STANDARD (3) 2X12 I U STRINGERS W/ SIMPSON A35 0 LIP TO HDR. I W 1x TREADS (TYP.) f 2x8 LEDGER #2 SYP w/ � (3) 16d NAILS TO STUD CONT. @ 16" O.C. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR CALCUTIONS: TOTAL RISE = 10'-0 314"LO to conform to SCALE: 1 /2"=1'-0" Riser height: The maximum riser height shall be 73/". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Nosings. The radius of the nosing shall be no greater that %s'. Solid riser nosings shall not be less than'/" but not more than 1%4'. The greatest nosing projection shall not exceed the smallest by more than %". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1%"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4"and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30"and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline ( >2"from the narrowerside). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with %2' gyp. bd STAIR SECTION SCALE: 1 /2"=1'-0" 1cn 1 o E ff ^^ co � p U a) m L-LI M (4 M I._. O cc 'a M U O O p = Qj t LL N co S p �Qo Q p cXC co CM Ln h Q O N C B D C r N M W_ Zo 171, 5, To the best of the Engineer's' nd Iryedge� 1r� ormation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N O (i) � 1-­1 4-Jo �>-,HMO M F­w fl" , M Z < E ry W O � W J� oZ w� za E r~ �EU0 U U Z w0 w W !:zzCo �oWz 0 W � w� 8o L1J } o M ¢Z z O N o o ? N � J Q Woo N o¢oa Q Cr ~�fo Z N $ado W Lii �woZ W �aLL=) I- wo W � ou Q " a a d' Q z a�Z lo Z (y n V) z W J m � g = az 0 1-4-0- ( III n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET N0. 2.0 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 11.Al- NOTCH FOAM DECO BRACKET AS NEEDED DECORATIVE BRACKET U 2 DECORATIVE SHUTTER T.O.P. HDR HGT. _-- r; 2nd FIN. FLR. T.O.M. - - �HDR HGT. 12 5� 12 �5 ■ ■ 1 25 SH 25 SH 00 LU W 25 SH �_ -------------------------------------- 2ndFIN. FLR. of ----------------------------------------- -- T.O.M. . ------------------------------------------ ------------ --HDRHGT. [ I �� ��� J� Ji I I ___ i. ____1 i ___711 11 FRONT ELEVATION - A SCALE: 1 /4"=1 r-0" RIGHT ELEVATION - A SCALE: 1 /4"=1 r-0" IN General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck-Alr Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed M o ZCD O _ z m z� d O V) (D Q) C +-► t„ i6 p •U — Qw � E o0 I^ � Cl)I— v , O Mmti U �ce) w o c cv � co '0 M N — q O o 0 T N (� ALL co 0 CU Iv e o v Q rn LO rn Q o A ' B D®/T1 N C B D C CC) N e wN o� N J J � _ N O a.N W a VQLLLLo ;Q''" `g Y pCD e� ��« Z LLz U 4 *m W N M r'° w „ , -sgpaq' t4j§� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 � � O re) C:)re) I _4 U-) Q a U 0 In Q LL OL < � U fl. a E� Z f0 ~ C) _JC W d" O z x O U O za z� aQ EF } W Z dua�a z O O U Ua' O z�w =oWz yO2-W R K f J W D 0 ` / OU N W LU 8w° J W Z Z }o aU Lr% LU 2: W 5 170 Ln / / 1 t— 0 o > N o z J U Q L� 0 Quo I- % O xSg U aU' m� fV 1 ` LL Zaoa W O� Z Q a <W� H O I z N o, o Z W L[� W c��. = Q 1 5 J di Q V) C) Q ~ V Q z z LZz LU O r'-1 1--I a Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.1 !:f.GC F ��i"r il�fi�:uidAt 4i1c�1!Lli,aluldiVl?;i.?,i a Lei.-.,�=a u�il u`.���-i�„ 1 1 1- F_I . 12 5� 12 �5 CV F_ CJ J ---------------------J-- /W—EEP -------------------------^-- ----J/WEEP------------[---------FLRFIN. C ---- T.O.M. ------------------- — -------------- TEXTURED CEMENTICIOUS s FINISH ON C.M.U. ------------- ROOF TO BE CENTERED ON DOOR ---------------------------�_ F.FL. REAR ELEVATION - A SCALE: 1 /4"= V-0" 00 19 ---------------- T.O.P. HDR HGT. ---------------_ 2ndFIN. T.O.M. F.FL. LEFT ELEVATION - A SCALE: 1 /4"= V-0" r N 00 F_ 14. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)/9 = Linear Ft of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed m o O _ m Q In (J Q) cr3 Lu •U — O W V) F E 0 (n cn 0 Ll9 �C0 C (6 M L) mapF— E m70m O `o 0 � dj C) �r-LLCO N Y fn a c) u7 0 "T NEENNIME '� & Q o I N C B D C 1 ro �a A I LtJ i � �tl�" .n V N ,, �® s.a,* -!,C LL LL e y� Z 0L a-�, �4OE, �m To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV � 0 ate-+ M O I>—t M a (J) � (13 LI) to q - r Q U_ 0- I— , rn oC V 00 Q Z E LULU C:) Cr' F- oz �o W � z Qa z� v J < a ~ z 0 z 0 O U Z w _ =oWz 8Lu of N W w on Lu J W oLn z z } O ww ¢z z� z -0 , ` �� N f— s > N Z o v' ¢ 9 z ° w F Q °o 0 X U,6Q V2 J fV A 1 '` z wp� c, Z J `a N a rO w LU $� z wN Ln LLj o ira�� =a�� ,-- I iLi o z o C)xa wHl- Q ztu— z Q�z � aZ J 0 m rn g = az , -I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. upper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer t Alu ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN GFI GFI GFI - 111 ELECTRICAL PANEL ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) DEDICATED RECEPTACLE j VERIFY METER FOR MICROWAVE CH CHIMES (OPTIONAL) HOOD PER SPECSRANGE LOCATION WITH BUILDER 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) W 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J C/> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR MAIN FLOOR ELECTRICAL PLAN G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT SCALE: /4"=1'-0" UI� Z (M o O _ Z (D z� Q O J CL n�n , Q) in Lu �( j 0 w (/) ~ E 0 II /^1 � vl _OM O �J U �I N M C t4 M F.—E —co.> a 0 T D M Ooo Ow o to (1) U) n o O y Q rn in d rn Q o A B D0 N C B D C a C N to M N o Lo °NNN ZZ - Z ��ZW � L r� m - N o0 .N � Lu W Q u- LL ZpA�o� z IV o¢ W a 0 N O M '- _, - N O L) U m To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 0 Z O N r\ 1­4 :L-jo M O > U4-1 M -(0 L17 Q Q L_ U_ ro oC U Q � Z Q 0 Z E J CD C:) W oZ W za �a Z a�a �r � Z o 0 J r Z�wQ (DMWz J E K � J 2 S�,N U W FWo oZ Z Z }o W <Z g� O �3 Z) fa L^ 1 W �o o L > N O �< U O U_ o� aoOZ 0a J O 0; Z cL � r,. a {y Ti- i'V Q oaoa Z w Z J J < Q Z N o o W J Lf) T.{ di �¢� pzo [� Q Z Q , Z k Z a Z m Q J Z a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 J 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. )pper to lights & outlets apper to 20 amp ckts copper to WH copper to Dryer t Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 2'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FC SYSTEM 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Owl_ ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT I I I I I I I I I I ��nnI UPPER ELECTRICAL PLAN SCALE: %4"=1'-Or' (D Z O z � z� Q Cl- U171 n W c/0 (DIM 4--J LU �( j 0 IJ ~ N t^' E 0 t ^ v , I-- O M O U m t` M W C (0 M F— E U t0 U M O O O = ai LLoo I'ILI pi' Um I Lv Sao O't Y Q or to rnQ o A I B D® N C B D C O N aJ ch o N CO r- to N V N GV o 0 Z Z �ZW T �� r ii N O W M N w LJ.I 2 �WUaLLWo �m Zpa90 zN OQ ULZ NZ��wR Q O N y W —I Mr �U w IX U m ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O N 1­4 ±�o ICU.) Q U) Z U) a Ln Q M Zal� U Q00 E Z r� W O LU J� [t' oZ = -,o w Za aQ F� z WQce� �z00 J U Z 0 w w Z U W O F WLo Zz >o az Lr) U Z g� zO A w a 70 Lf) LJJ o o L > N I� ZW J ZW U (n O Z -i X Su U LLJJ -. 2 t\I E&WL Z Q O J W Z J Q ~ LOUQ a 0 z N Z W Lr) 111ao2 a � —I rl t Ll G LLI Q LL O z oU Q �1/ Ct' Q Z Q Z *k z �j a Z T J O a l`AJ _ .L z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 4.1 ... 17 ll IIII— I,I(f 4L, Gli�Jl al!:d�q�.t ..tll!94- - 1. 0 VENTED SOFFIT 40 SQ t/CK1-rC: 1 CnCCIT A i Cn CT V LIV 1 LV VVI I I I It V\s(. I I. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) A Vent mt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1535 1474 211 737 53 368 411.0 276.0 (Zone 2) 135.0 *"NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT =NTED SOFFIT SQ. FT. ZONE-1 ATTIC SPACE 35 SQ. FT. ENTED SOFFIT SQ. FT. OFFIT 25 SQ. FT. ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed O (D zo �o Z _ O 0 0 W L11 �U — 0 CLI E 0 � M V(a O O m / ® LLJ C'MM E ®-0 wigME= co D M Ooo aj Sao) J= ILL 00 o0 Y ,ao to O ,Zr �C°a) rnQo AI �. B D. 9 tf `r � I T _ X> - . o �. 'Y. not °, di M, 'ail � ¢ F^ M M, (0 N L148, LU To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N o�� 0 > M O M QV) (0Ln a C) V) r.% " Ln Q L.L �". CL z Q CU Q OC) z E c0 Z WJ l00 d' _ 0 z FF. O �o za <a r~ w¢0�o VZU0 � Z wU _ w Z J Yap,o O LL O W m z I— w Z Z z >U . w ¢z w z z - g3 f6 Lr) o o > N U Q J Q o� F % IL. U_ORo 4 0 U.w � 0 5 V2on Ja a oaoa *k N Cr Zwo� a Q Q 4p w 3 F z aYoN o.-� a�Idi Cpz c Q Oa,W H F d' Q z Z ¢�Z aU) zZ LU �o m 0 J = ¢ Ln z W SCALE : AS NOTED," DATE : 2/24/201 '- TECH: IVIJAME111, VERSION N0. 2.0 i' SHEET N0. M f P r1 H 5.0 �i (D z�O 0 _ z� z� Q O U) z O c/) CD Q) v, W M 0 V — OW Lv .m E 0 ch ~ (6 o 00 m l I I C@ Cl f— O U m-0M O O O U � � Y % fO O u7 V Q 07 0)Q O B D® N-C B D C let i 21 •t �e �c�� I .0 LLY' Q �LLi t'C� )ca Z g rn �` r e`4.Kt •° ro s N lzdM q�q (. �,� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD Z N O a� 1-4 4-Jo � � M O M z Q a U1 N. Ll Q L L CL M U a00 a E ry Z WJ C) oZ Fo Lrl 3� W� zaa <¢ rr Z�080, w ¢ a Q Z LU w _ w UzZ —' n-�-Z� wow z oCc18 w O two oU) zz Q ' ^ w , Q z � w z� 5 Z � z n3 D fp L o Z > N O L.L O U 0 z JQ 9� ow 0 �--Qo Q Y 6 V m Moa yi �h N zw�J Z - Q Q Q Z N uj Z W J Lfi ri 6j Q � � Q w 0 U)owo� 11.1 a wYQ Q< �o Q Z z Q�Z m tu (z J O ¢z O g = rn ,-i a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 6.0 O 'KING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 1 600 535 110 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. /(20)10dxl-112 J HTT5 4350 3740 5/8" ANCH. 126 10dx1.1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-112 K HD B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L*HD7B 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 —4 - 7/8" DIA. BOLTS N1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 111511060** — 8 - 10d P1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R 1 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET' EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HT S 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) (B) (A) (+ 1 OR ;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS y RR EE 1 OR CONT LAEDGER� `A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d JNZ NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3'�CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: %4"=1'-0" I a 0 !� Z M 0 O — o z� Q O J CL z O Q) U—) Ll.1 �U — 0 W L/7i 1- E o I� V^ 1 OM o U a) M LLI F- o all— U C m M man O o 0 = ai X-LL0 III U a) zLo 0 Y t� 00 u7 v <rn rnQo tn c �anc CN. �i ?5 o`er ,.^ LL <AL Ut.0 `- < .V m Fg LL W'fiq To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z r'V O ( I� I�-iU)�O M Q U) (V L f) °-(L^ Q " M LA IZ n U p-� a E� Z WJ � oZ = �U) w � Z a < Q Z �Z8 Z = w 0 ��•Ry Fib 2: C) � V Z W N 8Wo o'n Zz (y r ^ L / ��•• rr Qo f z O L 1 f 0 o > N o z J Q U (J) J LL ou- oz O QXI_' m o �C N A \ z Z w 0 J (LJ Q Q a 1 ¢ �o�o z N Z N ;,Z w I1� w -0aLL= 0 w Q w H 8 d' Q z <�Z z t7uJ aZ �y W O �Vf W =cn 2 Q z g ,--I a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 7.0 � I& , i l ':.i 11 1: i. - I Ii�IL A -1r,; 1 CKING Im UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPf A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1400 1400 10 - 10d X 1 1/2" F H H ETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 1 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. /(20)10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD56 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER - (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: (-Dr M o O _ � m z� a. t� z � cn w M �U — O w I— E o , ^ M v 1 F— (� O o CO r1- U LLa W M C) t6 M F— O V aim N M N O 20 = N a) Ua r LL cO 1:5 - CO CID Y NQo rn O V <tm Sao A 1 B D. � q aS mm� � �cl -01 c -i�4 ,' z ` Lei LL ml N a �' UM To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N O a� >�Mo M Lf) Q fj)"a aNJ- L LA LJ Lfi Q LL oC U a OC) a �� `u z J W � d" oZ z Qa f r~ Z w ¢ c z a 0 V O O U Z�w� zz CR7W OU V Z w N 8 W 0 _ O� Z Z - >O /� ' r , Y 'N 4 U g zz z F ru L / 1= z�F3- F O z > N o U J LL �� �U— OU. U�m� O a a a NIr ZQO� "' Z a d- N 4 O w 3 F- a cG U- $oM0 z z w N L0 w E `=Q�'Z J r//-��I 6i v, o W Y Q �� �1/ G Q Q Z , F Z *k z Q K a z z J 0 Q z �o g = LU ,—I d SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints, 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY FBill MEN E 817441B/1T8F401B/1T 8RF400B/1T 8F321B/1T I No Ci 10 TYPE DESIGNATION REBAR R F =FILLED WITH IN, (1) RECIQ'D ALTERNATE POWERS GROUT / U = UNFILLED 1/2" d e R=RECESSED CLEAR STEEL LINTEL QTY. OF #5 ° o REBAR @ BOTTOM ° OF LINTEL CAVITY = 4 ' M.U. #5 REBAR AT TOP ° w e° a MIN. (1) REQ'D G 1-1/2" CLEAR x 8F16- B/1 T Q z e e a 00 z D tNOMINAL,QUANTITY , GROUT = a L OF ° 5 REBAR AT � m I¢- ¢ = cn w ° Q C.M.U. _ Q WIDTH #5 REBAR AT a BOTTOM OF a Zo w TOP LINTEL CAVITY w V 0 to 0 o Lu n� ` \� NOMINAL-° -BOTTOM o Lu " v HEIGHT REINFORCING ¢ ¢ C7 m ,ZZ 7-5/8"ACTUAL PROVIDED IN ZLL — p wo D D 8" NOMINAL WIDTH LINTEL ¢ Cr �, #5 REBAR AT BOTTC (VARIES) a) u, ¢ a <1 �o AS INDICATED MATERIALS cat' precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to I slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/%" EPDXY ANCHOR OR%" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE _ot SEE PLAN �,i `F T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" 5'-10" LL O 5'-8" LL O �,�„fir, �+•,t•,+,�d+�nti••tir L•���. %.j ti 5'-8" LL O 17'-4" LL Q MIN. 5'-8" LL LINTEL PLAN SCALE: %4"=1'-0" � O O � Or2 O n�n , LU U — OLU Cr m E o r ^ M v , O m h ®% N M LU t - E C f0 M La -o co o 01119 O o 0 N a)— � 00 LL- 00 (D U) O Y ¢E LO V 0) CL Q O A I B D. N C B D C *F XC I s e,i5'ais6 CO A u'> .-Al"��rr =�"9 CV ` �l +� 0 o LL W-. C,4 W LL LL 0 P. ! ca 2° r b W. v �s Uo LL IIut ® P(h � t7i �-q To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition {2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD C) Z fV N n Iq0 M H l) 0 I M �Ln (OLI) a U-) _O Q U Q '-I Z WJ � OZ = O 3Z o: p z ¢a tj z¢Ct, CZ80 U tZ-o�Z¢ 2 Z w J w mz0 ~oVLIJ) zz >- o ¢z . A �) Z w z� z -0 CL u 'S f13 Lr) F=- o N a O ¢ f� J X O� Q w ® LLJ ¢ o 00 X U. (V oaoa coaQd ¢ p w 3S Z w O Eo N u-o 3a�oz LU J LP) W 0 Nowo Lij Q O Y ¢ w � H ��/� V ko Q Z Z aWZ un *k Ln J O m �Lu = aZ SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. L^ . 0 SHEET NO. 8.0 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST 2 HR AT COPPER R 003, C OM ED CO E ARSENATE (CCA C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NE W PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED T - 0 REPLACE CCA C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING, 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2, ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1. 1. 6, "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. S AND PE. REG . HALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5, STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 /„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. ENGINEERED WHEN PRE EN TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5, 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent siggn which identifies the termite treatment provider and need for re -inspection anXreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wiihin 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rginfall occurs before vapor retarder placement, retreatment is required. 9. must be 8.1.5remo- d gjree ezie�po r a trey mortar the foundation perimeter 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13, FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 513 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O zM 0 to LU z� Q O Z O Vi U ce, l� 0 lU F E N '^ =3 o O M v , F- (� O m U a) M L.IJ 1- E C t0 M N d M '0 ® 0 0 o = aj U r 1E co WU) �' o 0 O _�c o Q 0) u7 V v CL rn Q o A 1 hCBDC to co rn v .y N 6' s.. m ,$` Z` W. T ..Z:. f�. CQ'. 'a Lq L O, o) Z. LLN 10 ❑ +�e11 is To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV 0 ate+ M i4 M C1 4-1 Q V) � Ll) z a cn•�� in iJ 0 Ln Q �- C)-. M U Q co Q El f6 Z ~ JC W d' oZ =0 35 w� z Qa <¢ Id z o, U Z U z Q = p W z W J Lu Q CJ7 w w 8W� U) Zo z f z z A '�` ` V)a �S Z) ro _! F o o > N �a U Fes- U o� goo Q = 0 Y F 2 SO .Qt.. I` Ua'in � �acGE fV � oQoa z J w 0 J < Nr ~i-ma N a, o z Ln WoZW J cW� G Q ,W= Zo 1 8 110 d- �C z z <,z aZ J Q m rn Q J = ¢ z uj rl d (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE C� w m 0 ROOF DIAPHRAGM NAILING SCHEDULE RInAF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +ia + + + + + + + + + + + + + + + + 4F + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + 6'-0" + + + V-0" + + + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Url `RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB w Lw• v.v. u ou nuvU Iw v v.k". L .1UUQ a + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) x Filler blocking 1/8" gap FILL CELL STD, 90' HOOK BOND BEAM U) w cr Q STD. 90° > CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI j MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRIG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" x ma . � 4 max. Clinch nails when possible \ 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ---7 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cats. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1.rinnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/1 0 details in One 10d box areas=20 of high or-20 sinker 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H /> H C G O O O 5'-0" STUB -OUT FOR 1,_0„ o 0 0 GAS METER O o � U O O~ N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI 5000s 9-1/2" 2 8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000S BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6 8d BCI900' 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid i vertical plumbing / 3" max JOISTS OFFSET N.T.S. QY/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10dnails SECTION @INT. BRIG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) • ■ • , �'. �I 6" A 1 2" ROUND HOLE MAY 6 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 1,'-')')," -4'" Any 16" joust 12 1'-O,. 1'_1,° I' 2a' ) 2 ' 1'-3" 1'3� ° 11',. S," 4,° 4" 5,-." 1�6 1'-0' 1-1„ 1' " )'-�' 1 ,�" 2' S 3'-2" 3'-10' 4'�" B'-T° C'�'" 7 �" 20 1'-0' V-1'° 1' Z" 1' Z' 2-0" S'-9' 4'-O" 4'-10' 5'-11," 6-11" 7'-11" &-111. 24 1'-{1 V-1'" T-0 1'-3"" 2'-6" 3'-7' 4'-6" 6'-10'" 7-2" S'-4'° 9'�i'" 10'-3' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6, FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. USP MUC 5/8"0 THRU BOLT US ML 3 TRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =TI I II I II I II II I I I I = I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM d ° / Joist hanger SEE PLAN FOR :: a .. \ FOUNDATION INFO ° a ° STEM FOUNDATION \ GRADE REINF. SEE PLAN Filler block. \ Nail with 10-10d nails. Backer block required where top ° 1 mount hanger load exceeds 250 lbs. Il F Install tight to top flange. ° I=III �T1 TTI 1/4"-2" gap i Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements I -0.6 X Joist I D depth o o I I -JOISTS BUCKETS N.T.S. NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" v CENETERED @PIPE PENETRATION d ° —I 1-IIII I I-1 I —I FINISH GRADE (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE / PLUMBING LINE r— P U G Q /L i ° ° •a CC) • ° • ' SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d° °' a n G 1 SEE FND. PLN. SIZE & REINF. Ur `� zoLuz z Q O a O Q) U) w 0 w (D- CLI V) E o in CO v I O o �m� 0 W a)M m cc co F— EO — U @ a co N O o to 0 yU- op 5 0 C 4 U5ao u7 O V <C 0) CL 0)Q O A ' B D® N-C B D C GO N LL�7 co cc rn �y 1�v 14 °y OW '- a o o A,'o " w S .•:r;i C� _ e -' • To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD ON Z � � CD > M rn - Ln Q a V C: n Qa) -Lr) I- >- LL , M � U 0-COa z E (0 Z WJ C:) oZ �o z C �Q�a O0 U Ow� �UZ InWZ w Z2 J � � OU w N W OO F vJ^ LLI oZ } O Q U �Z g 1= z - z V)3 fB Ln J o � L N Q UU (J) U o� az 4 H ' Y QQ x O U I: I— Vama Z� FUQ-0w� 0o z Nao �Z J CW G W Q l- 0 �'0wu O Y �'/�� I/ Q z z a�z *k a Z J Q m O `p � = a z Lu rn ,-t a in SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 20 0 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS 17 O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1x2 PT WD FURRING @ 24" O.C.--/ 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) CHAIRS (TYP.) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS °. TYPE I OR TYPE II (#15 OR #30) ° I—III=III—I In D UNDERLAYMENT FOR ROOF I�-111�1 II PITCH 4:<-12. I- I =I I El PRE ENGINEERED WOOD ' I-1 I l_, I w II I I I —I ° "I TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -1 II 1 ill I1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH P7 ° ° — I I —III —III II 11I—III //-TRUSS (SEE UPLIFT SCHED.) W/ 81, - —"' METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ,--SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA %12'N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR ---- G/S3 FOR ANCHOR \ 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. ARCHITECTURAL FINISH SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR %" GYP. TYPE "X' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT a@ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" MIN. ELEV. 4-3 1/2" o �31/2" A.F.F. �. p D TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END s „ „ (U.N.O.) (OR / GYP. TYPE X„ @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°0/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH 31/2"(min. - 4" U 1-7.. 1111 =1 I [ LLI=1 I r 1 /2"(min.)- 4" —1 I '=1 I I I I-1 11=11 I —III J.=1 I I I I'" (2) #5 CONT.� 1 .. I I II II I I ,111=„I I ,; ll I 4 1-4- U.N.O. MIN. TYPICAL BEARING WALL na STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" c 00 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C ��'' THIRD POINTS ULATION PER CHART ON FLOOR PLAN 1"x P.T. STUD #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE ASSUMED FINISHED `- E PER MANUF. #3 OR #4 REINFORCING BAR GRADE D ' °' z #3 & #4 LAP SPLICE GRADE40MIN. Fy=40ksi , FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] (1) #5 VERT. IN FILL MONO OR STEMWALL ? a ° 25 MIN. LAP [30 MIN. LAP] 1/2" GYPSUM WALLBOARD — I I U.N.O. CELLS (SEE FOOTING MONO SHOWN D p °D o D FOUNDATION PLAN FOR CLARITY ° 00 6 MIL VAPOR BARRIER -III D ° I I -I I-�-I I -_ - FOR LOCATIONS) ° o P =III=III=III=III=III=I I I i I I °' 11=�I z T #5 REINFORCING BAR R 1 7/8' —� _ _ _ _ _ 1x4 P.T. BASE NAILER ° ° III=III=III=III=III=III= ? I ° I I I III --, W II I I� CN T' #5 I AP SPI ICF 11 4"x4" INSPECTION NOTE: V. ° DI' ° p _ _—_ —_—_ - - I I I I ..• I II I IllI II =III=III=III=III=III=1I � III 31/4 BASEBOARD PORT AT EACH *FOR BEARING WALL g III -III -III -III -III= N COMP. SOIL. (COMPACTED TO ° FILLED CELL TYPICAL - — — — — T 95%MODIFIED PROCTOR ASTMI- W/ UPLIFT ONLY _ — — — i MIN. 2500 PSI CONC. SLAB — — — — — — — _ _ 1 I I I I III=III=1I— c� AT GARAGE CONTRACTOR III �— �— (—III— --III— ===== �= � D1557) MIN PSI MAY VARY PER Cf. TO CUT BLOCK OR POUR -III, 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPEIII- CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1A WWF OR = "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. IN - Z D 6 MIL VAPOR BARRIER , 4 COMP. SOIL. D III- `V (COMPACTED TO 95% I I 1 1 1 1 IL I I II I I MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT.--/3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" �S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS ;T z " 411' - e. 00 T .�.a.. •, .. I I I I II SEE A/S3 OR J/S6--- -I I IT I I I -111 II 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 0R J/S6J FOR REINF. INFO. 3" MIN. CLEARANCE 11-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=T-0" BLOCK WALL BEYOND O.H.D. RECESS 60 II_ r SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� oil J CONT. BEAD SEALA� -- INTERIOR -3 1/2" C a a .g a . r CONCRETE NAILS W 1 1/2' t'' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ;t 1- M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 r ' M WWF OR FIBERMESH d d a K S3 3 1/2" MIN. �I 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° a v GRADE 00 - - - - - _ - - - - -(1) #5 REBAR w/ OPT. ' I -I 11=1 11=1 11= I I- I I -III- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 00 VARIES 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH N_ I t•M SEE A/S3/J/S6 -` FOR REINF. INFO. J OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS na S.G.D. M SCALE:3/4"=V-0" \, S3 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW �2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN —{USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH (2) #5 CONT. 1 4"-t i �'�i i1.4"1 1-1 1 111 1 U.N.O. MIN. l TYPICAL BEARING WALL @ STEP SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM w END OF 2" x PLATE w CL a. Uj LU I —III —I I —I g ' 1=111=L I I —I � • 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) G E 6x6W1.4xW1.4 WWF OR FIBERMESH T ° D. . I I —I I r III III —III —II T r (2) #5 CONT. =I I=1 11=1 I I, , , I 1-J I, , 11= ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' Cl)00 GRADE_ -_—_— Ill —I � I —III ' d °' I—III—III—III—i Z w12- 1=1_I I —III —III w owWlw III= � . •. = = - Z • •a� III I III I1=1 =II1=1 I- = = - FOOTING J III III - III -III -III E I I11-111-III_ 0 II,, �111�11TI�I�j11�1 ,�1 III III BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD f Z M O O — O Z N Z QQ Q O J !Z z �U — 0 W E o ^^ l � (an v in OM O LU �— E O7 (0 M M-0m N — r; O C) C) U- CO " °°i 0 CL O O Y <L °q> Lo d' rnQ o A' B D. N C B D C 'WX r �coc" g_ CV 14") Zi; 0 o ss�� : O LIL ` Alm� 0 s� it a pp % � .� To the best of the Enginj'u err)ation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z I-, d ate+ H U-)rn O Q a V .L r-1 Q 11- aC U '-' z Q 0000 E z § ry Z WLU J C:) d' J oZ o �o z Qa z¢ w a zoo U Z w i-- W �owz 0, ON w J mow° J aV) Z Z Q }o F Lu 5rx O -� � 4 v / z �o o L > N 0 OF— V Q Lu LUZ LL o z <�0 J. ¢ 0 U i Y m J a a LL Z a¢ a YZQ Q g=o Z N z¢�o. w � w =� 0Zo G Q O¢8 V/ Q Z ¢�z Ztu a Z m = ao ,—I a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO) \�(TYp) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d DOUBLE 2x TOP TONEAILS SPACED PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ W4'C'O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 DOUBLE 2x4 SPF #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F STUD W/ (3) 10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK Ir KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3"DIA.)—,\ FOR CLEAN -OUT VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / ° $ll a a a a'.° 8d STD. 90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J Ir r W IMMENT Q FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a s a BOTTOM OFaMOUNTING B POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ �t DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ ❑ WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) RUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO FBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END a WALL d d a d d DOOR STOP W a MOLDING z a ° 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK - REINF. INFO. W/MOUNTING ANGLE d d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) 1 (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �Nw 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) 10d x 1 %" @ 24" O.C. (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER 10d NAILS @ 8" 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ONLY DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD 1 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '---2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING FN/�yG WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 USP SPT4 SPT24 IF 2X STUDS @ 24" O.C. A I `y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD/ 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPANROOF MOISTURE BARRIER TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL ' W/ STD. 90° HOOK IN K.O. BLOCKma— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > NAILS TOTAL) EA. SIDE OF 1 . ' 48„SPLICE STAGGERED -10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD 4-111, TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS J USP SPT4 USP SPT24 C SP SPT4 2X TOP PLATE -1� OVERLAPPING TRANSOM FRAMING P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d -NAILED INTO TRANSOM FRAMING rSP SPT22 SPT4 USP SPT4 `10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) USP C vor or i 4 SPT24 SP S 41 U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 4F ° 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & TT\ FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. C MASONRY WALL 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. L PLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. PT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 r z — 0 (0 z � Z Q 1 CL z C/) G 4_j w 0 1)-'U w0 2 E 0 r /� = N M I v0 0 U �M w Eo � CCU Co co maM N O o0 = a)E U 00 0 I# I °' 0 CY a 0 0�_ Q - rn 0) Q O A, B Do N C B D C C.0 N M co - Z.`'tll �:.off'„_ �; F. �r � , ° _ R NCLL a lm 4 1�'LL t �� o C rn g^ a w- �F� •• J a To the best of the Engineer's $WWWWation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z o 0�1� i>—+Lnrr) _00 M a'�'� 12 cn •L d' L_ Q LL Q I- cl� Lj a � E00 z § WJ C:) d- oz O Cn za z �F I�¢pa z O U Z�wCL w z oow �Wo o� Z Z }o ¢z . A L() w Z 5 z -0 n3 :D (v L n o a > N U cn J_ 2� ow o J T�r= Q I— W R 0 Q Y � U. uA a a oa¢oa y y N 1 0 Z w p J Q Q Q N l"7 Q p w � r � $oho Z 9wo Z LLl f J I �' Q z Z a1Z k aZ J Q O kb g LU = aZ SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION N0. 10 SHEET NO. S4 :Iibl. d..I I :. ',i li !ii Jib Iti 4pll111FLINJA.i .w.u. u�i!dl Ell§ IZLI.'...: i�i -.lid l: i� I,. SP HGAM10 W/ (4)- 4"xl-3/4" WEDGE OLTS & (4) SDS 1/4" 1 1/2" SCREWS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR ' FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CRO aB SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR USP RT16 OR EQUAL @ @ 24" O.C. SHEATHING DETAIL 2,x4,, EA. OUTLOOKER OUTLOOKER 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID • OUTLOOKER EDGES OF HEIGHT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO AT LEAST 90% OF WEB @ 8'-0" 0/C. 2x4 CROSS BRACE EXTEND @ LEAST 90 /o OF WEB LENGTH & NOTCH @ ' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ �• FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD7 GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD7 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C SPACED USP WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER HTA20 EA TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER @ O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" 0/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED 1 TAPCONS. SECTION(a) STRAP MISSED VERTICAL SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S'CJ SCALE: N.T.S. Srj REFER TO DETAIL J ON SHEET S5 FOR N N SEE STRUCTURAL- X-BRACING, AND TOP r `" M NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° °O 0o SHEATHING DETAIL 111/ 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM 00 00 RIDGE FASTENED AT 2x4 RAT RUN BRACING L EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2" 1 1 2" 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ 1 ROW (3) 2 x 4 LAMINATIONS W/ 1 ROW @ 48" O/C FOR THE () () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF OCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 TRUSSES FROM EA. O/CBL 2x4 L 2 - 1 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 114" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( °� 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1INIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" 0/C @ TOENAIL 6" O/C RUNN W/ (2) 16d TYPICAL (2) 16d PER NAILS IT MAX JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 a ii o �i a i{ as a ii `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL1-1 — TOP CORD BLOCKING O USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS EA. OUTLOOKER SCHEDULEFOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL LE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP • 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & 2 10d TOE () 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & TNT I MI 1 (2)16d NAILS BOTTOM ATTACHED 2X4 PANEL BLOCKING @ 48"A 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C 2X4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(S:� SCALE: N.T.S. S5 W/ (2) 2@x4 OUTLOOKER 8d @ 6"0/C A NAILS 24 O/C TOP CORD WOOD TRUSSES BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 EE PLAN FOR �-��SCONNECTION 1/2" SCREWS 2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. . S5 MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2x4 BLOCKING W/ _ (2) 12d TOENAILS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6 4' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. w d 90� 0 CORNER JACK , 0 Y a Q w z O HIP FRAMING REFERENCE PLAN z w a_ x 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0. Ell TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20 -0 MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1-� wu '. ---- CwJ 0 o ' O 9 ;4- w b m c 0 v � v LU N� o o T � cC L 9¢ o o � NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION U' zoOzC-0 z I J Q) 4--J w •U — -a)-0 W Ln o Mo tli o mr- U UJ 0M C (0 M — 0 oilf— E N a M O o 0 = a) UQ LLL� 0) Y ooa) to _ LO O V rn rnQo A, N CC B ➢ C to Cn - INLl `r —'Co L. 6V nlN:�r`" I by m �� N ' UJ°, •BENS On5 " % '7 C) U s�,OFES� ❑ To the best of the Engineer's knoNil� g ti�iormation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O rj Z 0 1� (JO >)� M Q M Ln z Ln Q U- O- , M lce U a 00 Q E ..� z CD WLu J � d- oz x �o wo z Qa <a �a�a �E80 U Z w < L -,ZQ W Z U LL N W �Wo oLA Zz Ln J ao xZ Z� g� z 0 Q fu L i W 0 > N o o U CO- C7� z J - Ol ' S U z �¢ UtYm� o¢oa k uj u, N 20.�� z z N , - o J LlJ `" P , o LAC.J G Q o W U - Y Q Q F ��--� W Q Z ¢1Z Z a� V)z J m Q = O ¢z .--4 a U) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:02. - 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. 15 LB ROOFING (SHINGLES) FOR UNDERLAYMENT ROOF REQUIREMENTS SEE R905. INSULATION —SHINGLE 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSTALLATION SCHEDULE ON SHT SN1) PER CHART ON SHEET S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cn FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o s W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000SCI. B R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT �!ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" O:A GYP. TYPE " X" @ GARAGE ONLY) DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM —9) OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M L) 4"x4" INSPECTION PORT AT o: a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. 0- a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6' BELOW GRADE iV ° e e d < FINISH GRADE 00 I I —I I=J=1L III a — — —_ 6x6 W1.4xW1.4 WWF OR FIBERMESH I 1=III-1LI=J1 III ' A. , n" a °• I I —I I=1 III—III=1 1= _� Z T II-�III�IIII�IIII IIIII °': <' ` IIIIIII�IIIIL T � (3) # 5 REBAR ON 3" CHAIR17FMqg'1�17 \—STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALLS f BAND JOIST *USP MP4F @ 24" N 1 ox. w/ 12-8d NAILS - \ ) 1st FLOOR WALL USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & SCALE: N.T.S. SCALE: N.T.S. 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: *USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING ,. WEEP SCREED PLAN '' y •e • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=T-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON I/ 8d @ 4" O.C., 2 ROWS STAGGERED (4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS JEEP SCREED ISTALLED PER. MANUF. SP HTA20 @ EA. TRUSS 10 -10d x 1 1/2" NAILS INTO FLOOR RUSS & MIN. 4" EMBEDMENT IN .0 BLOCK SCALE: 3/4"=V-0" RIBBONS m DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE SHEATHING SEE TYPICAL WALL SECTION SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . — -1 TIT!L' Ill—LII I I • •' � . —.. a' III— T I i I-rI CI I ICI I II i II I ICI I II i II(I I, (3) #5 CONT. ON 3" 8 1,-8„ fl 8„ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING f E NG AS ED PER N X-X IF LL SHEET-C G FLOOR SYSTI PROVID 13LOCKI REQUIR SECTIO NOT FU HEIGHT (2)- 2x TOP PLATE BEYOND I 0T OSB EXPOSUREI F SHEATHING w = SOLID 2x C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE OPENING SECTION X-X av C x w 4 x E F- 2x STUDS w BEYOND. 0 SEE PLAN O O �iLl 1�� � I L—L (0 A �2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/A1 I PI P1/AT1^k1 n1AnnARA 4 FT. /ICJ 4 FT. O v 2 2 5 FT. 4 FT. O 5 FT. 4 FT. 4 FT. 4 FT. 0 O O 0 4 FT. T. ROOF NAILING ZONE DIAGRAM � SFF T�40vw N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 4) 0 W J to 0 Z z z LL F=- O _ J 0 � J w LLI-0� 000 r0r0 Z ir- U. � N W O vCt)LL ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4"1/2" S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL 0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. W (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O C STAGGERED C WALL SHEATHING INSTALL. vFrm9LAWQ S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C�• .• a ':.d a .. a a fV .e co -III -III -I I I_I ° :. Aa (3) # 5 REBAR ON 3" CHAIR 4" V-8-' W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9' 16' (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. USP SPT22 @ EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE T TI—I I O Z 11 1 SCALE: 3/4"=V-0" zM® o _ o z� Q OI U) wLij 'U — 0 w I' E 0 � o ij m� U L U �M C l0 C, F— E O — 0 @ M O o 0 T- 6c U LLL a0 � C U) O Y Q 00� d rn Q 0 A' N C B D C t+lx .. �, '�'✓� 1 t i /�' N e L% o Z +y' CV 1 �� ` �a 4BP �e T �"N N e In o h` o �� "• WIL o 8"z"a"�..•"" �. C'Ers4r dow s,r``3'�U"/ttgBat.Fa1`',°� '0�� Ef 66ds"L°°i To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O� Z O 0J n 1--1 ; L-j O 1--4 M O Lo -fU Ln Q Q LL. " fv ) C- ro ce U QOC) Q § Z � WJ � d' J oZ 0 �o W Z a <a a W Qu0-1 zOww� =p=Wz V O J W y 0 J 82 w N mzo �w oLn z z � Wzz �_ ao Zr z Q g� Ln ~3 0 > N W o o U 0 Z z I- 11-1OOZ W Q x O U U it m d zi�N ILL Lu a g02o z N Wou-o =<oZ w Lr) LL! J 1 Q Q z LLO W Q a ¢�z l0 z C, °° O 1-0 z g = -Z ¢ z rn T-+ a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S6 THEN WRAPPED AROUND STUD (USP MTW12) PLAN VI EW SCALE. " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND �' GAP TOP AND BOTTOM, GLUED AND 2x4 syp NAILED TO STRINGER blocking strap (U M 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 11' = 1'-0" A", STRINGER MUST MA CONTACT WITH LAN 2x4 CUT G,...�. DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Bx4 BLOCKING FOR 2x12 _ 2x4 PT UNDER 2x12 �J 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER [STRINGER TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION L ACH ALL COMPONENTS 2x4 SYP BLOCKING TAIR TO CONC. W/" X FOR STRAP I PT NOTCHED INTO STRINGER TAPCONS@ MAX. 32" O.C. D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2' TAPCONS @ MAX. 32" O.C. SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP " NV2x4 PT NOTCHED IN AND NAILED TO FL( 2x4 CUT ON BEVEL AT STRINGER CON' DOES NOT BEAR IN WALL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED7jrBEARPS " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING UT TO FIT N WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" TRINGER A 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK ---2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-T STRINGER CONTACT POINTS SCALE: 1" = 1'-0" SECTION VIEW "B" SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING E SECTION VIEW SCALE: 2' = 1'-0" 3/4 PLYA ON DECH —2x8 SYI AND Ni FRAMIP 2x4 DRAF' STOP 2x4 BLOCK C SCALE: 1" = 1'-0" SCALE: 1" = V-0" 'ER :4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH ^ "RINGERS x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 j x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 0 1 /AIM l.oUIV0 I MUl.# I IVIN UC I HI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X USP (- ECTION VIEW "H" SCALE: 1" = V-0" Z M O O O Z N Z Q O O to (D Cn L.0 OLJJ Lv F E 0 (� U 00 di r a)M L U �- E Cd (0 M m -g - U oil 0 ONO 4i a) C LL 00 3 -65 U� C Y �Qo u7 O <tm Sao AI BID. V.0 a ➢ C II CI N Cn M `fit a Ul) P­ O., t'M fjd N N OO ,00 d� a. d°% r` .o "¢ m at", w,: wl'✓ a. u`'..{ii o W g 10 A,0 LL W d f +> ®®� - 3 " A (�M4 ®µd n`{• aeon¢ ��a��,. }- OF, To the best of the Engine645� ,�y ggi�g�%ipfpf ,and belief, the structural plans and"s�b�itcontained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O v Iq 4-J O U.) M O Fes-+ Q "v Lf1 a- � L a�U-U) Q < U fu Q. OC) z§ J W � d' oZ o 0 w z a z� as �F r w Q r a 080, V =oWz CioJw Lu O n Lu C LL N �U �W oZ zz U) ¢o Fz Lr) ! �3 1 n 1— F z o ; i� o U 0 z o� 4 0, -0 � r J{ U Woo -0a �{{ TF N �.L Z Q J Q a DWI $ W 2: ~�fo Z N Woo W ui W �Z 0;a �0 m0Wo c G Q Q Z .Y8 ¢ , z Z U) z m J O ` z �o g = a ul SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. ST 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 MAX 8„ UNACCEPTABLE INSTALLTION � TO SHT, SDW2-K1 P.T. TO SHT. SDW2-K1 FOR HT. SD DETAILS PROPER INSTALLATION � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. N. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 IUJ"1 X 4 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3-1/2" LONG TAPCONS TAPCONS STAGGEREDL1X8 2X8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED 16" O.C. BLOCK@ SPACING @ PER MANUFACTURE 1" DETAIL MA 2-ROWS INTO 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1� 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3 DETAIL 3/16" x 3 -1/2" TAPCON @ 16" 1X4 P.T. O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 _ J FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK El/a FIE I y +5^ NOTCH WEB AT FIRST 2 COURS AR ` TYP.) #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ` `STD. 90° HOOK (TYP.) `STD. 90 2x BAND JOIST W/ FACE NAIL 10d ( ACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 440 NOTC FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/41 1/2" SCREWS INTO BAND THE ES ` ` JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK FILLED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN SCALE: N.T.S. FILLED CELL INSTALLATION (H'� RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A = 1890 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT Z-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1„ 1„ USP RT16M W/ 8 NA11 NAILS & 6 - x 2 BLOCK HEADER ARCH BLKG. &BUCK / TAPCONS 1/2 DRYWALL IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ 6 10d NAILS x 12' NAILS AND 8d NAILS AT 8 O.C. AT BUCK 4 X 1 ' WEDGE BOLTS /1 STRAP = 1225 # , n ( )4 4 �1 ) 2 x 8 45 DIAGONAL 4 10d NAIL I LEAVE A CUT OUT IN O.S.B. ON THE K' f`:.. () S NTO INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#1) BRACE(S) 2 x 8 BRACE/ BLKG. ....' _ . °. 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 112" BOND BEAM OR CAST CUT HOLE IN O.S.B.FOR CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL IN PLACE BEAM FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS OVERHAN A • CONNECT W/ 8d NAILS BRACE/ BLKG. T EA, END RETROFIT TRUSS DETAIL N.T.S. �. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW, SCREW ANCHOR ­,',ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS • INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'4' O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY XO (2) 10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �Fi�GT 1 r-0" 51_O1 1 JACK TRUSS PROVIDED BY SEE + + N PLYWOOD SHEATHING TRUSS COMPANY OR PLAN + + INISH FLO 2x6 #2 SYP @ 24 O.C. + 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >. > /4" MAX EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT ° • ° : ' o.. #5 BAR BLOCK HEADER 2-0 8 + + SOFFIT gyp. ° 1'0" s D ° ° SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + �y 90 d N TOP RED W/ o " 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r o ° ' , r EACH TRUSS - , eB : ' KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s� s ° CHAIR BLOCK NAILS AT EA. END PROVIDE 2x r CONNECTOR MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF SCHED. ' , r 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TRUSS COMPANY OR 2x4 CLEAN FILL TO BE INSTALLED > ° • ° ' Z ;' #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 g BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL o ° °rSOTANDARD HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4% WOOD LFOR OVER HANG FILLED CELL , -. , F 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , • . . • �. • ., . _, • �, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ►; ' . INSTALL WDW, SCREW • . • • • • ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B_B K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. js SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" i GLASS BLOCK INSTALLATION NOTES 7 NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM.REINFORCING. PROVIDE LOWER r. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION } #5X6' EMBEDDED INTO y E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. z0 EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER " 5" EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0 F F FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. EDGE DISTANCE COURSE) EXPANSION STRIP Ii Lu NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU a A REINFORCING AS FOLLOWS: - a 1 SEALANT —J=I 11=ll=I I =I I = PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o ° — — — I- --�Lf--I LI-111 III-1 I g g — — �_ T—" � 5X6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. .r•: ... .P — — _ _ , - EXISTING FOOTING 2-#5X6 IN CONC. 6„ MIN. LAP SPLICE W/ J-I� COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL I=1 J �— SMOOTH. DO NO FURROW. REINFORCING PANEL ° .: — — ai U.) FILLED CELL �I_Ilf r DRILL 3/4„X6„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT u f I- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP GRADE o, p . ° I ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV ' •p I � � 3 ` NOTE: REMAIN FREE OF MORTAR. " z_ \ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 g • u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL COVER EA. WAY A SECTION WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. ' f 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. ,`• J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. ,y K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. zoOz° z� Q J CL z O cra �--� IJ . p V 0 LL, C21L/711- E 0 I �1 v , t— o m � U N co U_j oco — � Rig tT CO -rMi O o 0 N a) U L LL 00 '5 6 !� rw N AIR CL O Y ¢m LO O V 0)Qo A I B D. If r N N � M L r Z O ITT J J LL " liYY J ° J`a ��•LL` -gyp i� 3 C v a..�,/ LLLa y" t� a o t" U To the best of the`ifi ipee Q(I;W�dge,4 or and belief, the structural' �SeEcific tj,,QQ ained within these drawings cilding Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O a) I--� �+ O �>-+Up) Mc) a � M LO a Q Lo ro oC U fu '-I ca. zZ � E ra CD ~ J C:) W Oz 0 �5 W� z a <a W 0� Uz�0 v tz o W p w Z Ld w �Wo oN zz }0 � z zr g - 2 v, L > N o z U U)OZ ¢ W 0 J ggaY1- x0� U�m� O LLJ Eaaza �{ T (V Q zaoa W z J �QQa a F0Lu� 0 z Noo w �n 0wOz UJI O Y a a Q Z z a�z aZ z J - T y a Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2mO SHEET NO. SS 4' II —- -�l l- - CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDSS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS vv/ L—IWU `w "ll 11 11\VV%.J vv"L TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH v 17 * M 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. � 1 A CHORD AT ALL HAND FRAMED AREAS TYP. :32 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -,r= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"= V-0" USPLSTA18 VERTICAL SCAB CENTERED @ 2 x 6 #2 SPF 48" O.C. SPLIT TO TIE W/ (4) 10d TOP & I BEAMS TOGETHER HIP G.T USP HD4101F BUCKrT SEE ROOF PLAN Fl MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'4" SEE PLAN FOR CANT. JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 6 SCALE: 1/2" = 1'-0" BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d SEE FLOOR PLAN FOR COLUMN SIZE & BASE T1 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. 2x4 #2 SYP NAILER. NAIL EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN TO STUDS w/3-16d @ RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. ROOF AND EXTERIOR OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C. TRUSS TO NAILER w/3-10d SHEATHING ATTACHED SCHEDULE/PLAN 2x4 SPF 2 PER NAILING SCHEDULE (2) #7X 3-1/2" WOOD SCREW EACH TRUSS COMMON B M TO POST ATTACHMENT A SEE 2ND FLOOR WALL SECTION OR USP RT7 @ 48" O.C. . FOR ADDITIONAL INFORMATION SEE ROOF PLAN SCALE: 3/4"=1'-0" BEVEL CUTS FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER � CENTER OF POST (OPTIONAL) A A SEE PLAN FOR /D, DIAGONAL � 2x8 #2 SPF RIDGE BEAM u AT 8'-0" WOOD MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANT. IF USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED TRUSS USP JUS26-2 COLUMN SIZE & 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN BEARING SUPPORT INTO END OF EACH FLOOR FOR LOCATION AND DIRECTION (IF PARALLE ° TRUSS, 24" O.C. MAX. (AT SEE 2/D2 FOR BLOCKING EACH SIDE OF G.T. INSTALL A —A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) PLAN FOR MORE INFO MASONRY WALL DETAIL @ INTERIOR BEARING 3 � (TYPICAL) SCALE: 1/2" = 1'-0" WOOD TRUSS COMMON B M . ATTACHMENT r18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = V-0" TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=V-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 BASE & SPT24 @ ATTACHED PER ADDITIONAL VALLEYTRUSS @ TOP NAILING SCHEDULE OUTLOOKER 8d NAILS AT 2x4 #2 SPF BRACING @ � EXTERIOR SHEATHING INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d �" COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE (BETWEEN TRUSSES (2) ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE 12d NAILS TO EACH BOTTOM CHORD PLATE INFO. TRUSS ��< LOW ROOF/WALL VERTIVAL STUD) SCHEDULE TRUSS SHEATHING ATTACHED 7 2x BASE PLATE W/ (2) 12d / PER NAILING SCHEDULE VARIES SEE PLAN 2x4 BASE PLATE W/ USP MNAILS @ 16 O BLOCKING NG / OIL VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD ROOF SLOPE USP LSTA30 OR „ MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16 O.C. WOOD WALL l GIRDER BELOW @ 16" EACH COMMON OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TRUSS/ FRAMING SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TYP TOP &BOTTOM NAILS EACH SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD (3) 12d TOENAILS TO --- "" - a.. HTA16 @ 4'4" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW — MASONRY WALL TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN aa, TRUSS ' W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3 FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN e �� SEE ROOF PLAN PLAN FOR MORE 16" O.C. MAX. aQ FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. � SECTION @FLOOR MANUF. SPEC'S FOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1`-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS U f z ( o O _ z° z� Q OCL O fit,/ cn +_j w o •U — 0 w ctf l E o ,^^ F— o r- mCN U w (VM C) co Cl) — U oilF— E m -0 M O O NO _ (D U� wLL00 oo � Y NQo . O v- Q m o a o A1 N C B D C If *1 11 N m co Lo Lo C_ 0 Q O Z v c H Zf <•tfT'e® M V" R, 'O�� OFFS \C�, El To the best of the Engine�4"oy.�s ation, and belief, the structural plans and se ica{ions contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z � O Q7 M O i>—i Q � o Ln a .L (Al Ln Q L_ LL- 0� U Q00 Z 3i E ra W o W J� d- oZ �o z a �z080 �wW z U Z Q z Z O C W J d O Lo 0 O�I�LO W 10 W 0 z Z Z >o O Qz z 5 z � C~j V 3 8 � N C� o _> 06 z J U U0 f >� Q LL J X O U LLJ �a�a . fV A 0 za�� W z J ZJ o(oo wj ZW LLoow LL seQ �L/ d- G Q Q z a Z Ce a U-) m o g J 0 `z O = uj rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 O SHEET NO. D1 7111-1- ,i ,li-6 -, .:.1, 1il-ALIIA.N&AM. U au ---- ., Iti Ii i T FT F i i r lam— 1 r— .A I � ,' (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATETHEN TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER DOWN THE FACE USP SPT4 W/ 6 10d X 1 1/2" ( ) CONNECTION INFO TO TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING QA BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO 0 SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE / 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2x STUDS 0 FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE 2 O 1 Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. © ADHESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS 2x4 CONTACT SURFACE A 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET. SILL PLATE W/ MP3 CLIPS EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d (2) USP MSTAM36 STRAPS w/ 8 10d () EXTERIOR STRUCTURAL 1-1/8 RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4' x 2 Y4' TAPCONS SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '' ''' VERIFY W/PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od NAILS & (4) Y4' x 2 Y4' TITENS—Y TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" = 1'-0" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" GABLE END RIM JOIST O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) /4 x2Ya TAPCONS PROVIDE BLOCKING BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL 2 1Od TOE NAILS () EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT � BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = 1'-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD A USP SPT24 @ EA. STUD W/6-10d O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @ HEADER LOCATION SEE (2) (2) REQ'D TYP @ 24 O.C. USP LSTA24 W/ O (18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN o°o c°u o. o°o o°os CRIPPLES IF LONGER THAN 8" TALL. LIkI T P. 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2x HEADER TO SIT j A TOP PLATES LENGTH ON STUDS W/ (11) 1Od (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 1Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS 2 x 4 #2 SPF STUDS W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. D USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER G (4) - 10d TO PLATE O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 1Od NAILS PLATE SEE PLAN MORE INFORMATION L2xSS PF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" E PLATE O USP SPT4 EACH STUD 2x CRIPPLES @ 16 O.C. OPENING LARGER THAN 4 ft 2 2x O SILL PLATE W/MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR C B B C PRE-ENGINEERED @ HEADER / JAMB CONDITION W/ (2) 12d TOENAILS T/B BAND JOIST & BLKG. (2) 2 x #2It SPT8 24" o.c. @ H FLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) - 1Od TOENAILS AT EACH END OF EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) TOP PLATES AND MULTIPLE STUD PACKS OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B OINTERIOR HEADER PACK W/ 1Od NAILS @ 8"O.C' INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE USP HTT45 BASE W/ AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN AN HO NAILS & 5/$' R BOLT W/ B 0 X HEADER E F SEE PLAN F TYP. F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM \ MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP (2) 2x TOP PLATE D BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. AND OVER TOP PLATE o°o CONTRACTOR MAY USE PROVIDE BLOCKING �� 2x CRIPPLES 16" O.C. W/ USP 6" SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS a — _ SPT22 & SPT24(OR SPT4) + 10d NAILS & (4) Y4'x2Ya" a ' CONNECTORS @ TOP PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP SEE PLAN PROVIDE (2) CRIPPLES BELOW ANY GIRDER TRUSS IN THIS ATTACHED PER NAILING SCHEDULE 2 ST. I NT. BEARING WALL STRAP. EITHER STRAP IS ADEQUATE FOR FOG.EAQTION 2x CRIPPLES TO SITUATION. CONNECT . TO SI G.T. T FOR EXTERIOR 2 STORY WALLS ONLY. MATCH JACK STUDS W/ - H TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CON N. 2nd FLOOR STUDS BELOW SE TOO H HEADER HTW20 IL BASE 5 . LOWER ROOF. 6 2 STORY COL, GIRDER (IF CRIPPLES ARE LESS THAN SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = V-0" 7 SCALE: 1/2" = 1'-0" h 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24 O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN USP MP3 EACH END TYP. FOR OPENINGS LESS THAN 4'-0" WIDE, HEADER/STUDS W/ (22) 1Od DOUBLE 2x4 (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C.P PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2° W/ (2) 12d TOENAILS T/B TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER ° 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS '� FN �r�48�x4T 2x STUDS @ 16" O.C. 2x CRIPPLES @ 16" O.C. INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OA TOP SPLICE W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x tiljN ° EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 1 Od TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING (2) SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS IF OPENING IS GREATER THAN 4, H IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON SCALE: N.T.S. INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING W/(22) 10d NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON W/ (2) 1 Od NAILS NAILED TO STUD PACK W/ 10d NAILS @ 8"o.c. FLOOR DECK CENTERED W/ (8) 10d NAILS & (5) 1/4 TAPCONS. r„ TIE BEAM � @ 3" O.C. 2x4 BEYOND AGAINST 2x8 DOUBLE TS CONTRACTOR MAY USE 2x8 TOP 1 FLOOR TRUSS/ I -JOIST SEE PLANONTRSIMPSON MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1Od NAILS & (4) Y4'x2Y4" BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd ATLEAST 4-0 LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 jo j 1 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" 0 ZMo O ® O N z� Qo 0 C!1 CO Q) C w m �U o O o N co Ll 1 f— O co Ct (u M f0 '6 (M ®� O2 CD H ILL00 ai Y � CL 0 a v Q rn rnQ 0 A B I D. F.0 B D C T /r , I -*§ Cfl N M �i%�it.serf o 0 Z Z II`c��6"p 2 c�}��q • �, a'Z+ mtl w a jWq, WZ 3� � We CCU Wca c e A a" W®411 "�A5Eli To the best. ft ef' eer's knowle ee�� mation, and belief, the structur amiai740 l ions contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I! O z� � O � <C��� a .2 U_ Q I— � . O Q U 0_ 00 z J C) LUUj d- 0z = 30 w z Qa <a W Q U z 80, zLuw U z < C W Z U J W g J d0� O of LL N W C/) �W° ZZ Z z Z tj T ¢z O z W z z V 5� M fu Lr) W F- o z � � N cn J Q O ur) W _J L o� 1 Q boo g v ¢r- U2a'm,n oaoa �# N Q W�z� Q �w o z N o0o w Ln w =<�_ Q Q Z , �e W �O < z a z m J Q < z O �O _ rn ,-4 a cn SCALE : AS NOTED DATE . 2/24/2014 TECH: MJAMES VERSION N0. 2mO SHEET NO. D2 - - - - - - - -1 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ^' ^ "" WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -1 DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHII� SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING I (SEE DETAIL WP07) O �0 SELF -ADHERED FLASHING ,o zo WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED SEE DETAIL W O OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH Id la WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDEL-M MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) b76 SELF -ADHERED FLASHING INSIDE CORNER -7Ground7 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathingpaper. One layer of No.15 as halt felt free from holes and breaks complyingwith ASTM D 226 forType e 1 felt or P P Y P YP other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 7/8" Cement Plaster in accordance with T ASTMC926 = a M Foundation WallFelt backed metal a SELF -ADHERED FLASHING � °. ° lathe in accordance ........ .. ..... SELF ADHERED FLASHING _-._-:; :.... .. .. .... with ASTMC1063 3" MINb. Building Paper ' 7/16" O.S.B. 02 5 sheathing Metal SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED ■ • Flashing ' DECK JOIST ' OUTSIDE CORNER ' • ' . Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED I in MOO NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Ch z M o O _ z � z� Q O J z I �1I O I un 0 Q) i--� u..I 0 L vi E o t /, � v Cn O M o U in M LLI EO a) m m M (` a M wig - O o o = N U r LL 00 CQ)o U)Q Qo rn uOa� ) < A B D® to M N M o N � I o N°� N N o 0 Z Z Z W� �Z n C? �� Q co W �' N d Lu a W VaLLLLo rn z� o w Cr ) N v 2'Co � p Q m m (AZorn LL.�Z W a o CN O M OU U of m ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 0 Z N ow i>-i to M O M (n ru Q a Ln QL- CL .. U Q� Q E 3: Z m WLU J C:) d' Milli! oZ �o Z Qa Ea �a�� 00 0�U zu�Z< 0"WZ yy w R � J 88CL o JCf) w Q mZo o, Z Z �g aZ Ln W LL 3 r0 ui O ' S o N N o � O J Q U W oOZ 0 F- < ¢ x o V I~ i2. �°a oQoa u, W Z G w 3 Q $ Sao Z Z N W L0 D O O Q<¢ Z ~ l0 Q Z Q Z l0 Z U aN o .0 Z g = �o aw rn ,--I a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. W P - -i I I I I h I I - t PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/SubcategoryManufacturer Product Description !e=2L==!L, Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 8X7 FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors WS 16X7 FL15279.53 +30.01-30.0 psf Clopay Building Products Residential WindCode Doors W6 8X7 FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underla ment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Ha in Manufacturin , LLC O'Ha in's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 NIA F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL13578.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser il-evel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT 5-5/8 1PowerBOX8 FL5450.1 IFLI N/A Powers Steel, Inc. Lintels 1383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 H D212-2 FL 17232.3 ESR-3445 H U212-2 FL10655.23 ESR-2549 HD216 FL17232..1 ESR-3445 HU216 FL10655.29 ESR-2549 H D216-3 FL 17232.3 ESR-3445 H U216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 H D28-2 FL17232.3 ESR-3445 H U28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 H D0410 FL 17241.5 ESR-3444 H UCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTT22 FL11496.1 ES-0130 HTT5 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW30 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT2 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT3 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS212-2 FL10655.93 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS28 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL24 FL17232.8 ESR-3445 LU26 FL10655.104 ESR-2549 JL26 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 J US26 FL17232.12 ESR-3445 LUS26-2 FL10655.112 ESR-2549 J US26-2 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 J US28 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS46 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 KLEG3 FL17241.15 ESR-3444 MST60 FL10852.7 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA36 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT20B FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTT 131 FL17219.3 E R-0200 LTS 12 FL10456.29 ESR-2613 LTW12 FL17244.8 ESR-3455 LGT2 FL11470.7 SIM200803 LUGT2 FL17240.2 ESR-3447 LS30 FL10446.15 ESR-2606 MP3 FL17244.22 ESR-3455 A34 FL10446.3 ESR-2606 M P34 FL17244.23 ESR-3455 LTP4 FL10446.19 ESR-2606 M P4F FL17244.24 ESR-3455 LS50 F L10446.16 ESR-2606 MP5 FL17244.22 ESR-3455 WM1416 FL10667.86 ESR-2615 MPH3516 FL17240.3 ESR-3447 MSTA12 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS18 FL10456,35 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW20 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MUGT15 FL17240.5 ESR-3447 MBHA3.56/11.25 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report MBHA3.56/16 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 PAU44 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PAU66 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 P H D2A FL17219.4 E R-0200 CS 16 FL 10852.1 ESR-2105 PHXU3516 FL17241.20 ESR-3444 H1 FL10456.5 ESR-2613 RFUS FL6223.5 Evaluation Report H10 FL10456.6 ESR-2613 RS150 FL17244.27 ESR-3455 H10-2 FL10456.7 ESR-2613 RT15 FL17236.11 ESR-3448 H10A FL10456.6 ESR-2613 RT16-2 FL17236.10 ESR-3448 H3 FL10456.13 ESR-2613 RT16A FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT3A FL17236.11 ESR-3448 H5 FL10456.15 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT5 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7A FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT8A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 SPT22 FL17244.30 ESR-3455 SP4 FL10456.43 ESR-2613 SPT24 FL17244.31 ESR-3455 SP6 FL10456.44 ESR-2613 SPT4 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH6 FL10456,47 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH6 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SUH24 FL17232.14 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28 FL17232.17 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28-2 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 TH D410 FL17232.17 ESR-3445 H DQ8-SDS3 FL 10441.1 ESR-2330 THD412 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 MSTCM40 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report HHETA20 FL11473.9 SIM200802 UPHD8 FL17219.6 ER-0200 LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PA Numbers PA1.0-PA1.4.dwf Tampa O C- ZnCDa) 0 > C QC O .� U U N 0 0 0 M -0 (n .0 C � O O co U- O > -c/) -0 E O O C- H C 0 C C/) Q Q r� LU J z Q J SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Pep 10 1 Building Codes and Standards 720Qo1s Product Approval Application Detail iMJM Ends, or IaM lab Date Pending JMM jypp Sa,alm Manufacturer Carried Enpinear& Lkem. Valkwfed ey 1LLImaMa Submitted FBC Aoaovel AppmlLLd SMELL Review 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. king, P.E. 02262015 02/00=16 03I03R015 Approved Category: Exterior Doors 1419) 2WI740 Management dsfituto (813) 787.8263 SubCdgpW. Swinging Exterior Dow Assemblies ddovarwi>Npooneullants. Compliance Merited: CerdllwWn Mark or LNBng rem $ggj Product Model. Number w Name Product Description Oundit1(AUNppra Approved in for Use A-r-ed for Use Outside HVHZ h—.t JMaagp{ Gotten P—, 6 e. &quw;SrtawhStarliquok and &quo;Be nchmark by 6/8 and 810 Opaque and Glared Fiberglass Doorw him 121312021 No Your No WA ThermaTru&quw; and without Skk48es. Inmvkrg and Outswing 98411. IJoSbror jag Jag Date Pending Jag I= Vanden Menufaeturer cowlict Enalmer & Limas Valktewd By Valdaad Jlypggpq FOG A,Pmval Awrove t $1aELL Revision 2014 Thesma-Tm Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 08128=15 08I112015 07IM015 Approved Category: Eerier Doors (419) 290-1740 Management Institute (813) 787-8283 Subcategory: Swinging Exterior Dow Assemblies ack orwbiegoomallants. Compliance Method: CerlMcaOon Mark or Usang com tits! P/oducLMotlel. Numberor Name Product Description Ou,lk 1.AssuLLnce Contract Exaltation Aeerovad Date IO.dYNZ to, use Ap aoved for Ileo Outside HVHZ Insect Retaggpt (Mete, lumens 5 e. &quot;SmooVF$1ar&quok and &qum;Benchmark by SA and SM Opaque and Glared Fiberglass Dwrwkh 12/312021 No Yes No WA Themrarm&pra; and without Sdade& Inswing and Outswmg Search Criteria Code Version: 2014 FL Y: 15225.5 Application Type: ALL Product Manatees— ALL Category: ALL Subcategory: ALL Appaeedon Swan: ALL Compliance Method: ALL Quality Assurance Entity Contra Expired: ALL Product Model, Number or Name: ALL PmduUoaerlptlon: ALL Approved for use In HVHZ,. ALL Approvedd foruwoubWe HVHZ ALL Impact Resbtam: ALL Design Pmsun: ALL Dab From: ALL ate DTo: ALL Florida Department of Business & Professional Regulation Pegs 1 a I Building Codes and Standards 720R015 Product Approval Application Detail Code loft S 210 20 Date vendee Data DIM Version Mannsfitcturor fa„agct Enphmeer&Lkones ValMeletl By Validated submitted FOC Aoomval Avorwood 4MELL Alarmist. 2014 MI Windows and Doors Brant SltlInger Luis Roberto Lomas Steven M. Uridl, PE 04/30/2015 04rJM015 051=015 Approved Category: Exteriorcore D (717) 365-MOO PE-62514 (717) Z-000 Subcategory: asking Exterior Door Assemblies bal5ingeramNM.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer MULL Product Nadel. Numberortheme Product Descriation Ou.11brauurame_ .Approved for Use Bpummad.far IUse Enact _. jaslen _. In HVHZ Outside HVHZ Resistant P- 2 SERIES 420 ALUMINUM $Go SERIES 420 ALUMINUM SGD OX, XO, XX 121312015 No Yea No WA 9S8quo1;x8O&quot NON -REINFORCED Search.gtWna Code Version: 2014 Application Type: ALL Cmpory: ALL Application Stall: ALL Quality Assurance Entity Contract Expired: ALL PrpductD..dpuon: ALL Approved fw us , oulede HVHZ: ALL Design Pesssun: ALL Dab To: ALL FL a: 153322 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved foruse In HVHZ: ALL impact RessmorL ALL Daft From: ALL Florida Department of Business & Professional Regulation Page t a i Building Codes and Standards 7=42015 Product Approval Application Detail J —h CrlMda Code Version: 2014 FLY; 15279.37 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appacstlon Stabs: ALL Compliance Method: ALL Quality Assurance Entry Contract Expired: ALL Product Model, Number or Name: ALL Product Desalph ALL Approved *or urea In HVHZ.-ALL r esoutside NVHZ Approved tee ALL Imp act Reshfad: ALL Design Press re: ALL Dab From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Papa t a t Building Codes and Standards 7=12015 Product Approval Application Detail Jeadt no JMM DedoPendlm lMM 7]me Version manufacturer Contact Enalwer& Lkww Validated By youdabod awwo d tliC A—[ Aepmysa BMW! Revision 2014 MI Windows and Doom arenl Sinngw Luc Roberto Lomas Steven M. Urich, PE OSf302015 OW&2015 07/O5aO15 dig FBC Appn poWindows Cawry: 3300 (717) 386-PE-62614 (717) 932-8500 Subcategory: SIngw Hung beNinger®mhvd.com Compliance Method: Evaluation Report from a Florida Registered AmAMed ora Licensed Florida Professional Engineer tau! Product Model. Number or Name .�lIE1LAeprel� Aoomvsd for Use Aonrowd for We knolFS pasks,. Product Description dit 1..t1103 Resbtent p�aa rr 4 SERIES GA 195 ALUMINUM SH SERIES GA 196 ALUMINUM SH NI 44X84 12/312015 No Yes No WA Search criteria Code Version: 2014 R A 15217.4 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Mth eod: ALL Quality Assurance Earthy Contract Expire: ALL Product Model, Number or Name: ALL Product Deauiptlon: ALL Approved b use In HVHZ: ALL Approved b uas outside HVHZ, ALL Impact Resistant, ALL Design Pressure: ALL Data Fran: ALL tub To: ALL Florida Department of Business & Professional Regulation pap I of I Building Codes and Standards 7==15 Product Approval Application Detail S9II! fntftor lent pant DabPordha Dag, im Vanier Manufacturer contact Ermainwri Lkesw Veldaod By Validated submitted FBC Approval Aneweved AYELL Revision 2014 MI Windows and Doors Scent Sharper Lute Roberto Lomas Steven M. UIICh, PE 08/3012015 06=015 07/08/2015 ding FBC App. Category: Wndowe (717) 3&5-3300 PE-82514 (717) 932-6500 Subcategory: Single Hung bsianger®miwd.com Compliance Method: &Matlm Repot from a Florida Registered A"Ib d or a Licensed Florida Professional Engineer AMR Prwual Model. Number or Name Product Deseriotlon QualINA—mmae Approved for Use Approved for Us, Impact lesion Contact Exalntlpn Dab In.MVHZ Outside HVHZ Resistant1 9 SERIES CA 196 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI 121312015 No Yea No WA CONTINUOUS HEAD AND SILL 8011OX72 Season CrItedit Code Varalon: 2014 FLY: 15217.9 Appaoa ion Type: ALL Product Manerhthnror: ALL Category: ALL Subcategory: ALL Application Swbss: ALL CalplI .. Method: ALL Quality Assurance Early Contract Expired: ALL Product Model, Number or Memo; ALL Product Desorption: ALL Approved for use In HVHZ: ALL Appmed for use outside HVHZ: ALL Impact Resistant ALL Design Preesure: ALL Date Flom: ALL Dsta To: ALL Florida Department of Business & Professional Regulation Pugs I or 1 Building Codes and Standards 7/262015 Product Approval Application Detail JMaa Easier or pant pant Debt pandlw 21k rim! version Manufacturer g4iMgt Eppl,aag 4l kaaaa V.Iklabd By Validated Sg9m" FBC A,—1 A--M SMELL Revision 2014 Thermo-Tm Corpma8on Rick Wright National Accreditation & Ryan J. IOng, P.E. 02/2812015 02N9/2015 03/032015 Approved C.bgory: Exterior Doom (419) 298-1740 Management Institute (813) 787-8283 SubCategory: Swinging Exterior Door Assemblies riclov®nvbidii suBnM. Compliance Method: Certincabon Mark or Usting cum Am" product l ejecri tMn Quality A-- Contract A-mved for Use Aootoved for it" In11YtlZ OuMidehVKZ Imusat caste. IMWfant Preens 6 f. aqua;Premam Sedee&guat, &quotCmWuc iw 6B and 8/0 Opaque and Glared Steel Door with 12/312021 No Yes No WA SedeaBquoC and &quotBentllmerk by ThermaTmdquot Transoms. V t and wNbout Sdelkw Inswing and with Treeaoms Outawing Csdi jaftpt Data jag pan Poodteo Role DW version Manufacturer CtmMgJ Enpinear&Lkeew Ve1MabtlBy Validated Submitted FBC Approval Appmsffi mum R.M. 2014 Therm Tnr Corporation Rick Wright National Awradtat ore & Ryan J. deg, P.E. Oa2812015 06/13/2016 D7/052015 Approved Cotopory: Exterior Dome (419) 288-1740 Management Institute (813) 787-8283 Subcategory: Swinging Exterior DoorAssemb ies rkkw®rwbldgoonw8anta. Compliance Method: Cartllloation Mark or Using core SenM Product Malel. Number or Name Product Descried- Qualln(Assugnce Coronet Exalretlal gab Apmored for Use Aoo..ed for IN, EIl11(HZ OubMe HVHZ Imbac QatMa j Pleasant e I. &gW;Pmmlum Sedes&gwt;, &quotConslructlan 6B and 810 Opaque and Glazed Steel Door with 121312021 No Yea No WA Sedes&quot and &quottlendhmer, by ThsrmaTru&quot Transoms. Nth and without Stlatites. Inswing and with T.— Oubwtng search Chrism Code Version: 2014 FLY: 15225.6 Application Typo. ALL Product Manufacture: ALL Category: ALL Subcategory: ALL Application Status: ALL Complience,Memod: ALL Quality Assurance Entry Contract Expired: ALL Product Model, Number or Name: ALL Produo Description: ALL Approval for use In HVHZ ALL Appmwd for —sulai. HVHZ: ALL impact Resh ard, ALL Daslgn Prewun: ALL Date From: ALL Dab To: ALL SurtE,gl!<tdi Code Version: 2014 Application Type: ALL Cidegory: ALL Application Status: ALL Quality Assurance Earthy Contract Expired: ALL Product Description: ALL Approved for mss outside HVHZ: ALL Design Prewues: ALL Dole To: ALL Florida Department of Business & Professional Regulation Pap t a1 Building Codes and Standards 7=!015 Product Approval Application Detail FL A 15332.3 Product Manudecturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In HVHZ: ALL Impact Resistant: ALL Dab From: ALL Florida Department of Business & Professional Regulation Pees I or 1 Building Codes and Standards M202015 Product Approval Application Detail 2291 Etaft,or Pant Jag Dato Pending JLLM Illy! YalaMn mM{dif&ILL[ CanMd Enpineara Lkaw J(llmaMa.By Validated &W= Md F13CA Mmol Astemsffi film '. Revision 2014 Ckpay Building Products Company Mark Wessuseld ImMrtek Testing Services NA Gay PUnhler 00/1202015 03/182015 08212015 Approved Category: Extedor Doors (513) 7706062 Inc. - ETl/Wamock Hersey (513) 519656E SabCabpwy: Sectional Exterior Door Aesemkaes mmester6eldotlopay.00m Compliance Method: Certification Mark or Leting Se.E Product Model. Number or Name Quakv A-- Approved for Use App Product Description ur Outside FIV IZ JMaMMBt PaepR I 53 063 WS-16 PAN-2F163: 64A, 94, 73, 76,1500,190, 4RST, Steel Pan (min. 2698.) DoubleCsr (Vr to 1B0' 061212026 No Yes No -30 PSFI-30 4RSF, 6RST, 6RSF, 48, 42. 55, 488, 428, 55S, GD6S, vide) WINDCODE8Y174; W5 Garage Door PSI ! GDSSV, GRSS, GRSSV, ARSS, ARSEV, EDSS, ED5SV !i Search Criteria Code Versics; 2014 FLY: 15279.53 Application Type: ALL Product Manufaet— ALL Category: ALL Subcategory: ALL Application Stair: ALL ComplloncoMnhoM ALL Quality A.— EaltyCadred Expired: ALL Prodct pbder, Number or Mane: ALL Product Description: ALL Approved for use In HVNZ: ALL Approved bueseuhde HVHZ: ALL impact Reehtsaab ALL Design Proesure: ALL Dole From: ALL Dote To: ALL Search Crlbrls Cab Version: 2014 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Enft Contract Explre: ALL ProductDaeeripion: ALL Approved for use outside HVHZ: ALL Design Prawo— ALL Dote To: ALL Florida Department of Business & Professional Regulation Pap I a 1 Building Codes and Standards 72wro1e Product Approval Application Detail FLY: 15217.5 product Manufacwrer. ALL Subcategory: ALL Canplwnce Method: ALL Preuat Model. Number or Name: ALL Approved for ues In HVHZ ALL kapao RoslstenU ALL Date From: ALL Florida Department of Business & Professional Regulation P.01 a1 Building Codes and Standards 7==15 Product Approval Application Detail Bea1Ch CM.M Code Version: 2014 FLY: 15288.1 Application Type: ALL Product Muf.CW— ALL C.00m: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Canna Expired: ALL Product Model, Number or Name: ALL Product Desorption: ALL Approved for use in HVHL ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Prepare: ALL Data From: ALL Dole To: ALL Florida Department of Business & Professional Regulation Paps 1 012 Building Codes and Standards 7r 2015 Product Approval Application Detail 2991 l:OSELHi pant mid Data Pending jag LM VMad Manufacturer contact EnaIneer&License Validated By Validated Subndtad FBC Arx—] A®m1LLd SMELL Revision 2014 Tham s-Tm Corporation Rick Wright Lyndon F. SchrNM, P.E. Ryan J. Ming, P.E. 02r02/2015 01/31/2015 02/04,7015 04/15/2015 Approved Cobgory: Exterior Doom (419) 2VO-1740 PE-43409 (813) 787-8283 SuloCelepory: Swinging Exterior Door Assemblies ridev@rwbidpcon.11ants. Compliance Method: Evaluation Report from a cos Florida Registered MAlreo or s Licensed Florida Processional Engineer J(gJl Produ�tMedaL Nrmberor Nrrle 0,1*,A— Pm.LLt!?nsdLLMn Si�sdEaPlrm� Approved for Use Asomyod l In NvNz Outside for Use HvHz kn,,t Freakiest Dowl- P—,1 e. BquoCFiher-ClesskdgV: or&quoCSmooth Sffidquot 6&*39;88quot;Nor4mpaw&quo; Opaque Fiberglass 12/312018 Yea Yes No WA Door with &amp; witlaut SNWte(a)-OulwNng (X, OX or XO, OXO, XX, OXXO Configurations) 92k Entity or sea Pig Dab Poedkc jag J.17M VMleg Manufacturer Enfapget}Jf,F License 6 LkF yI& Lief, validated Br Valkubd Submitted (fig( Apg@ved j{jegg Revision 2014 Therms-Tru Corporation Rick Wright Lyndon F. Schrid, P.E. Ryan J. 10ng, P.E. 0628/2015 0SIM015 07/052015 dig FSC Appo Caro orr Exterior Doors (419) 29B-1740 PE43409 (813) 787.8283 SubCa6agomy: Swinging Exerior DowAesemblles rkAwillr1Widg—rants. Complumeg Method: Evaluation Report from a ccnu Florida Registered Architect a a Licensed Florida Profeasional Engineer JM,g Product Mattel. Number or Name Quarto A-- P CaNnetEmiretiw Dab A—d for Use Aomoved 1, HVHZ Outside for Use HVHZ Iffloo !fit lal1on P—, 1 a. &quotFOsr-Claesk&quot or&guatSmooOFSter&quot O&M;S&plotNon4mped&qud; Opaque Fiberglass 12/312018 Yea Yea No WA Door with tamp; without Sidelle(s)- Outswing (X, OX a XO, OXO, XX, OX(O Configurations) mm V—son Manufacturer Contact Enalmo & I-Icee Validated Re validated Submitted E130 A, m7lil AsQ@YSg AWO Review 2014 Ciopay Sur deg Products Company Marie W.1talfied Imertek Testing Servlow NA Gary PNMler 06/122015 03/1912015 OW12018 Approved Cmagory: Exterior Down (513) 7706062 Inc. - ETL Wamork Harvey (513) 519-5566 Subcategory: Sections) Exterior Door Assemblies nwesfar6ed@oopay.com Compliance Method: Certification Mark or luting A:ai Product Nadal.Numberwwme SaLLIa1CA4LiLL� approved b Uw A=myligttaE Product Description InHVH Outside HVHZ I.wgt JaW- Resistant P—, 66 088 W64M PAN-2F163; 73, T15 84A, 94, 42, 48, 42B, 488, Steel Pan (min. 26 ga.) 61n9l.Car (up to g'0' wide) 060212028 No Yes No •38 PSFI-42 4RST, 6RST, GO58, GR88, ARSS, ED58 WINDCODE&Y174; We Garage Dow PSF Search Criteria Cab Version: 2014 FLY: 15279.S5�, Application Type: ALL Product Menufworror: ALL Category: ALL Subcategory: ALL Apposed- status: ALL Compliance Method: ALL Quality Assurance Easily Contract Exphad: ALL Pmduet Model, Number or Name: ALL Product Description: ALL Approved low use In HVHZ: ALL ". Approved for use oulede HVHL• ALL W".t Reatetmt ALL Design Pesasure: ALL Dab From: ALL Do% To: ALL Florida Department of Business & Professional Regulation Pap. I a 1 Building Codes and Standards 7r1V=15 Product Approval Application Detail Jt9da 1!, for no no Does Persian,lard Lma V-1- ma lideau L Smntasd awmi as EECBa—I A-,,d awa Revidon 2014 MI Windows and Doors Brent ailing. Luis Roberto Lomas Steven M. Udeh, PE ON30/2015 OPMO15 07/062015 ding FBC Appn Category: Windows (717) 385-3300 PE-62514 (717) 932-8500 SubC.%gW. Single Humes ba5ln"m1vd.com Compliance Method: Evaluation Report from a Florida Registered Animal or a Lken.ed Florida Professional Engineer $pap onumdommm _ SaMm1tAsou— A-,,,d for Use Aowuwd for Use ggagt Offinn ibm in t Rigt Post- 7 SERIES GA. 196 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/312015 No Yes No WA Cow Version: 2014 Pl. Y: 18217.7 Appac.aon Type: ALL Product Manufacture: ALL Category: ALL Subeebill ALL Application Scams: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Deocrptlon: ALL Approved for use In 1,111114 ALL Approved b was outside HVHZ.- ALL Impact Resoant ALL Design Preesurs: ALL Data From: ALL Dab To: ALL search CrbeM Code Version: 2014 FL A 15288.2 Application Type: ALL Product Manufachmr: ALL cawgory: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Eoayr Contract Expired: ALL Pmdcet Model, Number or Nara: ALL Product Description: ALL Approved for use In HVHZ: ALL Appm-d for cea oubde HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Maw To: ALL Florida Department of Business & Professional Regulation Pap I a I Building Codes and Standards 7rAmis Product Approval Application Detail Search CrIbM Code Versus: 2014 FL A 15332.1 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance ErMW Comract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved nor use in HVHZ: ALL Approved fa' use outside HVHZ: ALL Impact Resonant ALL Design Pressures: ALL Data From: ALL Dols To: ALL Code Version: 2014 Application Type: ALL Cetepary: ALL Application States: ALL Quality Assurance Ewft Comiact Expired: ALL Product Dwcr"on: ALL Appm ed for twanbids HVHZ: ALL Design P—un: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap 1 a 1 Building Codes and Standards 7Wt015 Product Approval Application Detail FLY: 15332.5 product M ..recaesr: ALL Subcategory: ALL Compliance Method: ALL Product Model, Numb —Nome: ALL Approved for use te HVHZ: ALL Impact Resteteat ALL Data From: ALL Florida Department of Business & Professional Regulation Page I Of 1 Building Codes and Standards 7120MI5 Product Approval Application Detail CHda fantOLgi IaM JaM Data P maw pea I= Version j C-but Fnn___.LI VNteatetl By YalMiftlSubmitted FBC Aoproval AeHmxffi SMEM Revision 2014 clam Bulking Produce Convey Mark Wasterlield IMartsk Testing Services NA Gary Pmehler 06112=15 =19=15 05/212015 Approved Csbpory: Exterior Donn (513) 7704062 Inc. - ETUWamork Haney (513) 5196566 SubCabpory: Sectional Exterior Dow Assemblies mwester5eldadopey.00m Compliance Method: CereScibn Mark or using Seat Pmduct Model, Numberor Name ProductDoicriothan ppga Approved for Ues. Approwtl for Use Im—t taalo, frop¢K,t)j(plrd- Dale In MvHZ Outside HVHZ Resistant fj—M, 102 102 W846 PAN-21`163: 73, 75. 84A, 94, 42, 48, 42B, 488, Steel Pen (min. 26 ga.) Double -Car (SV to IWr 0621rdM No Yee No •37 PSFI.41 4RST, (IRST, Goss, GRSS, AR58, ED58 wMle) WINDCODE&0174: We Geroge Door PSF Search Cmoda Code Version: 2014 FLY: 15279.102 Application Type: ALL Product Manuhctomm ALL categery: ALL Subcategory: ALL Application Status: ALL C—MU.wa Method: ALL Quality Assusnu Em ey Contract Expired: ALL Product Model, Number or Name:- ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Reshant ALL Dwlpn Pressure: ALL Daw From ALL Deb To: ALL Florida Department of Business & Professional Regulation P.p 1 a, Building Codes and Standards 7rMMIS Product Approval Application Dratall 92dt P,p1MLe[ 21M go Date antllro mm Ventres mapW/gpglL contact Enaaa.rs Lkesa. Validated giv, JLLIgafW Jai and FBC Approval A..ved awn Revision 2014 MI Windows and Doors Brent sMnger Luis Roberto Lamas Steven M. UNCh, PE 06MO12015 0612=016 07/OMIS ding FBC Appn Category: Windows (717) 3653300 PE-62514 (717) 932.8500 SubCatagory: Sklde Hung teningerigniwa.com Compliance Method: Evaluation Report from a Florida Registered Ar hft d or a Licensed Florid. Profeaelonal Engineer Al.0 Pmdurk Nadel. Numberw Name Product Deacriptlgn _. Asteroidal for Use Ato ovedforUse EOeaet taalon Conbaet Emlrafion Dab Jp-Dj(jtt OutsideNVHZ Jet panseare ! 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/312015 No Yes No WA CONTINUOUS HEAD AND SILL 108X72 NON IMPACT Search Crberie Code version: 2014 FLY; 15217.8 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Stems: ALL Compliance Method: ALL coaltiy Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ ALL knpact Resistant ALL Design Pmswun: ALL Data Fran: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards MMODIs Product Approval Application Detail 999s FdlEEL9t jag Rik Dab Pomino jag, mm Vanlon Manufacturer Can Emilmor&Llcomsa Murdered By ValMobd SaEnAW FBC Approval Awrovad own AMmnation 2014 MI Wrdows and Doors Brent Sianger Luis Roberto Lomas Sewn M. LIAM, PE 04/30/2015 04/302015 05/102015 Approved Category: Wndows (717) 36533M PE-82614 (717) 0324WO Subcategory. Horizontal Sllder bsitiing rilmiwd corn Compliance Method: &M.N. Report from a Fbdda Registered ArchBed ore Licensed Florida Professional Engineer �P gQducl Model Number w NertN Preduet Deseriotlm 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER 1DOX48 Search Criteria Code Version: 2014 FL A 15268.3 Application Type: ALL Pmduat Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Enter Comract Expired: ALL Product Motley Number or None: ALL Product Dw.dptl-: ALL Approved for use In HVHZ: ALL Approved for we outside HVHZ: ALL Impact Resbbnt ALL Design Pressure: ALL Dow I—: ALL Dab To: ALL QuallIvAsiamuniti, Approved ter Use Appmesd for IN, )act jaaan S�iEagll> 13.1>lAfi OIMMe IIVIR l�aMOt Jrmlmt 12131/2015 No Yea No WA PA Numbers PA1 .0-PA1.4.dwf Tampa N N Cn rl � —Cu O V�FJ W ^ O O \V U -0 VJ _a O O^' O • = W O M O > . ^.Cn Q) 0 0_ F i— � -0 .= � 0 vi Q Q 1 — t 11 T6i,m,tiJ.I:r,�i�,r..ufmnzi-iT�i)lii,�r��az .wi. i�li�lil� i ! � l i i I �T— 1. I � �I!al� �i A Florida Department of Business & Professional Regulation Pap I orl Building Codes and Standards 72k2k16 Product Approval Application Detail Search Crowd, Version; 2014 FL & 15MA Application Type: ALL Product Manufacturer. ALL catwry: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL QualNy=wce, Fully, Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ-. ALL Approved foreaeatakJo HVHZ: ALL Impact R.abta� ALL D.Ign=..; ALL Dab From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I oft Building Codes and Standards M=015 Product Approval Application Detail Starch Cri la Code Version: 2D14 FL & 15278.8 Application Type: ALL Product MMUkM r: ALL CMagory: ALL Subcategory: ALL Application Stan.: ALL Compliance Mathod: ALL Quality Aesurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Deacdtion p: ALL Approved for use In HVHZ: ALL Approved for tea oubiide NVHZ: ALL Impact Restated: ALL Design P=mv: ALL Done Fran: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I &I Building Codes and Standards 7Q02015 Product Approval Application Detail 99AI Entity t PIg lIlg Dab Pending 20 Version Manufacturer Coto M6 EnulnaraLlcaow Validated By Validated Submitted FBCAooroval 9PSlID'!9 agog Revision 2014 Jags Hard'* Buildng PMdrCt% Inc. Pingsbeng Zhu Ronald I.Ogavn John Southard, P.E. 0413012015 041 2015 051112015 08222015 Approved category: Panel Walla (ON) 349.2927 PE-24121 (388) 462.9074 SubCtegory: Skiing pinpshengzlnua emalla Compliance Mathod: Evaluation Report from a dle.00m Florida Reglelered Ardhact or. Licensed Florida Prole"onal Engineer Aaa)r Protlrct Mabl. Number or Nam, QualltvAaunnce Approved for Use Approved for Product D—,I d,n Contract ExDlntlon Dab ffiHVHZ Outside NVHZ Iow Deaden Aetlatrot I- 2 Haniel'bnk Lap Skenq fiber-comenl cep sitting OV012016 Yes Yea WA WA Search Criteria Cad. Version: 2014 FL a: 13192.2 Appik atlon Type: ALL Product M nubw w ALL Category: ALL Subcategory: ALL Appecetion Status: ALL om Cpll. .14whod: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Producto"Cripti : ALL Approved for use, M HVHZ• ALL Approved het tea oubMe HV17Z: ALL Impact Rabfanb ALL Design Pressure: ALL Date From: ALL Data To: ALL Search Criteria Cod. Version: 2014 FL 0; 1232e.e Application Type: ALL Product Manufact.— ALL Category: ALL Subcategory: ALL Application Slat.: ALL Compile . Method: ALL Quality Assurance EMity Contract Expired: AL l Product Model, Number or Name: ALL ProductUeseriod : ALL Approved for use in HVIIZ: ALL Approved for tea oubMe HVHZ: ALL Impact Rnbtent• ALL 0a10n Procure: ALL Dab I—: ALL Data To: ALL Florida Department of Business & Professional Regulation P.O. I d 1 Building Codes and Standards 7r0 is Product Approval Application Detail 22ft Entityor 211 ILM Date Pendant 21M 11pa Vero;,, Manufacturer Contact E,,laera Llkena Validated,ga Validated aglmilWa FED Approval Altlt>..d akta Sank Crtera Code V.rs1on: 2014 FL M. 5219.4 Application Type: ALL Product Manulacle— ALL Category: ALL subcategory: ALL Appa -Shea: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL product Model, Number or No..: ALL Product Description: ALL Approved ter use In HVHZ: ALL Approved for use outage HVHZ: ALL Impact Rulateml: ALL Dagn Pmoun: ALL Dab From: All Dab To: ALL Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 70MIS Product Approval Application Detail %sv Its! Version Manuh w er Sgrt(pg ErroMeer a Lketue yslMmd By yatgagg $into FBC Approval Approved tb sou Alternation 2014 MI windows and Doors anent singer Luls Roberto Loma Steven M. Udi1, PE 05/012015 OS01/2015 05/102015 Approved ry: CategoWondovrs (717)3B5.3300 PE-82514 (717)932.85M Subcategory. Fixed bsitlMger®mhvd.com Compliance Method: Evaluation Report from a Flodda ReglelerW Archead or a Lke teed Florida Professional Engineer _._._. longP.ductMo(ltl.NumberoName ProducttingtllEi9E Approved forUea Approved for Use it Design In HVHZ Donald, HVRZ IteaMggt !h>MMfa 4 SERIES GA 195 ALUMINUM PICTURE WINDOW SERIES GA 195 ALUMINUM PICTURE WINDOW 12J312015 No Yes NO WA RECTANGULAR AND DESIGNER adMSICtlMda Code Version: 2014 FL F, 15278A Application Type: ALL Pmdmt Manufacturer: ALL Cabacry: ALL Subcategory: ALL Appa.tlon Shtue: ALL Compli .. Method; ALL Quality Aemrance Entity Contract Expired: ALL Product Model, Number or Meant: ALL Product Description: ALL Approved for uw M HVHZ ALL Approved to, hue. -told. HVNZ: ALL Impact RaWant ALL Design Pnesu.: ALL Dote From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pe1 oft Building Codes and Standards 7p2orz015 Product Approval Application Detail Search Craria Cod. Version: 2014 FL e: 15278.9 Appk.d—Typr. ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Stab.: ALL Complbnw Mothod: ALL Quality Assurance Endly Contract Expired: ALL Product Model, Number or None: ALL Product Description, ALL Approved for use M NVN& ALL Approved forcar oubMe HVHZ: ALL Impact R"Islank ALL Dealgn Preesu.: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I oft Building Codes and Standards 72amis Product Approval Application Detail 9941 EDaM3r ling 291 Deb Pending gag IJMI volow Manufacturer Contact E,,In & Lit~ Validated By Validated agltaatafl PBC Aaororal AID stalk Revision 2014 Melds Nick Thompson Lyndon F. Schmim, P.E. Ryan J. king, P.E. 02f232D15 02/192015 03/012015 04/152015 Approved category: Panel Walls (330) 922-2389 PE43409 (813) 787-8283 SubCabgory: Sonia mhompaon®aiald..w. Compliance Method: Evaluation Report from a Flodda Registered Architect or a 1.1--d Fodds Profeselonal Engineer Ago Product Nedel. Number or Nina QualkyAatumm Product Description CdMnet Explrstlon lab Approved ter Ues Aboroved for bet 1.111 QrbMe HVHZ Imoac, Dook, P- 1 a. aquct;2T&quot; Soml Ventor Solid Vl yl Soffit 12/312018 No Y. No WA Search Criteria Cod. Version: 2D14 FL & 15272.1 Application Type: ALL Product Manufacbnn ALL Category: ALL Subcategory: ALL Application Storm: ALL Compliance Matlmd: ALL Quality Assurance Enay Contract Expired: ALL Product Model. Numberor Maros: ALL Product Dacrlpflm: ALL Approved for use In HVH2: ALL Approved for use ouleMe HVHZ: ALL Impact Rulatam: ALL 0.19. Proesu.: ALL Deb From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I oft Building Codes and Standards 7202015 Product Approval Application Detail r"I Eaton, Dab wndim gag 7]ga Validated By yaa9eMA Submitted FBCApproval Approved Atom Revision 2014 Thompson Architectural Metals Company, Inc. Scott Bram Jame L. Buckner Steven M. Uftb. PE 06/ IwI5 04rIM015 05/102015 05232015 Approved Category: Roofing (813)248434SS PE-31242 (717)032-8500 SubCegory: Roofing A —tootles that a.m flvelMeeon®yahoo.com integral Part ofthe Roo" System Cor plbnce Method: Eveluescn Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Gm ditV A-- Approved ter Uat Aonlpved ter Dee Impact gaplon lag_#a Producl Nodal. NumberorName Product Oescdoom Contract F,,I,U nData InHVHZ outside NVHZ Reswfant P—re 1 1-&quot;FL9 Top Off Ridge Vent whh Bade for Tlte&quot; Mid-. 26 Gauge Steel, Nominal 48,Y39;, S&A3g;, 12/312019 No Yes No WA 8&03S, or f0&a39; Wde Of Ridge Vent Attached to Wood Declk Caw Version: 2014 FL a: 5219.1 Appkation Typo: ALL Product Manufacwm: ALL Category: ALL Subcategory: ALL Application swu.: ALL Compliance Method: ALL Quality Aawranee Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for ues in NVHZ: ALL Approved for case ou"o HVHL• ALL Impact RNNGam ALL Deelgn Pressure: ALL Dab From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap i on Building Codes and Standards 7r2m15 Product Approval Application Detail Search Crberie Cod. Version: 2014 FL & 2075.1 Applicaum Type: ALL Product Manufacbnut ALL Category: ALL subcategory: ALL Appikadw Status: ALL Compliance Method: ALL Quality Asannce Entity Contract Expired: ALL Product Model, Number or Nana: ALL Product DacripUon: ALL Approved for use in HVHZ: ALL Approved for ua ouwMe HVHZ: ALL Impact Reobwnt ALL Design Pressure: ALL Date From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Pegs i of 1 Building Codes and Standards 7rmreg15 Product Approval Application Detail 9991 Emkv or gag 21 t Date Pending jig Imo vmlm NmWaMunr CgDM+a EngMear A Lkanae VMMabd By YIILdJ!ta4 Submitted RED Approval Approved s Afirmetlon 2014 MI Wndows and Doors Brant Stinger Luis Roberto Lomas Steven M. Udoh, PE 05MI12015 05N7/2015 05/10R015 Approved Category: Windows (717) 355.300 PE-62514 (717) 932-M 80Cab9ory: Fixed beiingeramhed.com Compliance Method: Evdw#w Report troth a Flodda Reglslaed AnidbG or a Licamsed Florida Profetalonal Engineer aa9.E Product Nod.l.Nunbero Noma 4MIgLA—ax— Approved forUes Approved for Use Impact � iDMIKtQ4Sd9LPp ..QIM In HVHZ Gould, HVHZ plateaued P—re 5 SERIES GA 196 ALUMINUM PICTURE WINDOW SERIES GA 195 ALUMINUM PICTURE WINDOW 12r312015 No Yea No WA RECTANGULAR AND DESIGNER Stanch cdutla Code Version: 2014 FL e: 15278.5 Application Type: ALL PmdwtMnuracWW. ALL Category: ALL Subcategory: ALL Application Shaw: ALL camplbnc. Method: ALL Duality Asenranw Entry Contract Expired: ALL Product Modal, Number or Namr. ALL Product Description: ALL Approved for use M NVHZ ALL Approved for pa. outside HVHZ: ALL Impact RaMMnt ALL DMlgn Praeun: ALL Date From: ALL Data To: ALL §IgMIFrLIMdt Code Version: 2014 FL & 15333,7 Application Type: ALL Product Mmufecbnur:: ALL category: ALL Subcategory: ALL Application Status: ALL Gomplbpa. Method: ALL Quality Aswranw Entity Contract Expired: ALL Product Modµ Number or Name: ALL ProductDesaiptlon: ALL Approved for use M HVHZ: ALL Approved for wa oubide HVHZ: ALL Impact Realelank ALL Dalgn Preesu.: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap or Building Codes and Standards M20=15 Product Approval Application Detail Search Criteria Cab Version: 2014 R. e; 15272.2 Application Typ.: ALL Product M,nuhcbnr. ALL CeMgory: ALL Subcategory: ALL Application S.lr.: ALL Complane, Method: ALL Quality Aseumnce Entity Comract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for ua in HVHZ: ALL Approved for tea -UM. HVHZ: ALL impact ResMant• ALL Design Proesure: ALL Dab From: ALL Data To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 a1 7202015 989E EafmLor IMg ➢!M Data Pendhu gain mm Version Manutaebrer CgDfara Enpicetra Lkerba Valldabd By YaliAeM4 SubndM €BC Approval Approved @MIg R.Wd. 2014 Thompsan Architectural Metals Company, Inc. Scott Brown James L. Buckler Steven M. Udc11, PE 05r012015 0// OIS 05/102015 06 2=015 Approved Category: Rooting (813)248.3458 PE-31242 (717)932-BSM aubC.bgory: Roofing Accessories that are an mv&idMkneyahoo.com Integral Pad of the Roo" System Compliance Method: Eval of on Report tram a Florida Registered Architect or a Lkensed Florida Professional Engineer QuaINVAesunnce Approved for Ua Aparovetl for U,e Impact Deans Awe l Product Modal. Number. or Name Product Deaeriation Contract Embed, Data M HVHZ Gould, HVN2 fbelatmt Pew ni 2 2-&gkoCRmnd Top Off Ridge Vent With Battle for Minimum 20 Gauge Steel, NomMel 4&01 Sda30;, 12/312019 No Yen No WA Tlte&quot; 8814,31%, or 10&W9; Wide OS Ridge Vent Attached to Wood Dear Search Criteria Coda Vgnlon: 2014 FL e: 5219.2 Application Type: ALL Product Manuhwwrer. ALL Cowpry. ALL Subcategory: ALL Applicatlpn Status: ALL Compliance Method: ALL Quality Asnu mute Entity Conned EV[md: ALL Pmxduot Model, Number or Name: ALL Product Description: ALL Approved for uea M HVHZ ALL Approved het tea -told. HVNZ: ALL Impact R.sbsWm ALL Design Pnesure: ALL tab From: ALL Data To: ALL Search Criteria Code Version: 2014 FL a: 784924 Application Typ.: ALL Product Manufasuurer. ALL Category: ALL Subcategory: ALL Application Status: ALL Complf... Method: ALL Quality A►euance Entity Contract Expired: ALL Product Model, Number or Name: ALL ProductDesedptlon: ALL Approved for use In HVH7: ALL Approved for ua oubM. HVNb- ALL Impact rboletent: ALL Design Preaun: ALL Dab From: ALL Dab To; ALL t@AI mm YIMiot ManWaGura ARanletlon 2014 MI Wnd.wi and Doors ry. CaapW ind- 8ubC.baory:Fixed Compliance Method: Evaluation Report hart a Florida Reglalered Architect or a U—sal Flodda Prole toonal Engineer $tea L311duetMed,l. Nranlero Nana 7 SERIE$ GA 195 ALUMINUM PICTURE WINDOW Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 72042015 Product Approval Application Detail Entity or 20 20 Dad Pondlrw 219 Gonna Enoit— Llcenee ValMaled By yaIIMVP submitted RED Aoomyed Approved ISLIM Brent Saeger Luis Roberto Loma Steven M. UrNh, PE 05MI12015 OS/01/2015 05/102015 Approved (717) 3853300 PE-82514 (717) 902-BSW bsitlingeri mWd.com 9WgOtMMlpp{d a .I4LLl1 Approved for Ua k—.t Dealat Prod-111-6l41a SombactExaltation .Dab In WAU Outside HVHZ BugMOt P—ra SERIES GA 195 ALUMINUM PICTURE WINDOW 12f312015 No Yea NO WA RECTANGULAR AND DESIGNER autah ClItorl, Cods Version: 2014 FL k. 15278.7 Application Type: ALL Product Manutu mrer: ALL Category: ALL Subcategory: ALL Application SWue: ALL Compliance Method: ALL Quality Aesuranw Entity Contract Exphed: ALL Product Model, Nurnborof Nama: ALL Product D—loom ALL Approved for urea M NVHZ:. ALL Approved for tees outside NVHZ: ALL ImpactReelahnk ALL Design Pnraure: ALL Dab From: ALL Data To: ALL s..rcn criwri. Coo Version: 2014 FL& 13192A Application Type: ALL Product Menufcbnr. ALL Category: ALL subcategory: ALL Application States: ALL Compliance Method: ALL Quality Aaanne, Entity Contract Expired: ALL Product Model, Number or Nome: ALL Product Daeogmon: ALL Approved far tea in HVHZ: ALL Approved for tea outsold. HVHZ: ALL ImpactResident: ALL Design Preaun: ALL Data Fran: ALL Dow To: ALL Florida Department of Business & Professional Regulation Pegs I oft Building Codes and Standards 7rVM15 Product Approval Application Detail Search Criteria Code Version: 2014 R. & 5444A Application Type: ALL Product Mi mrfaewnn ALL Oaft9w ALL Subcategory: ALL Application State.: ALL Compliance Method: ALL Quality AeerNance Entity Contract ExpNsd: ALL Product Model, Numberor Noma: ALL Product Description: ALL Approved for tees M HVHL ALL Approved for tees outalle HVHZ: ALL Impact Re isMt ALL Dwlgn P.esu.: ALL Dot. From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7A202015 Product Approval Application Detail $amI GlJgtll Code Version: 2014 FL & 5219.3 Application Type: ALL Product Manufacturer: ALL Category: ALL subcategory: ALL Application Status: ALL Compliance Method: ALL Quality A--- Entity Coronet Expired: ALL Product Model, Number or Now: ALL Product DadalpHon: ALL Approved for use In HVNZ: ALL Approved for tea outeMS HVHZ: ALL Impoct Rsslebm: ALL Design Preeaus: ALL Dab From: ALL Deb To: ALL I= Version Manufacturer Affirmation 2014 Boral Roofing I MomadJfene Cate9ury: Roo" SubC.bgory: Roofing Tea Compliance Method: Evaluation Report from a Product Evelunon Emay ,gap,(: ProductMed.I. Nr.nberor N.ma 25 Vol. 900 Search Crone Cod. Version: 2014 Appacatkat Type: ALL category. ALL Application Sbha: ALL Quality Assurance Entry Contract Expired: ALL Product Deaolptlon, ALL Approved to tees -told. HVHZ: ALL Daaign Pmsura: ALL Data To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact A Lkaa V.IM,e.e By Jammed Thomas ]CC Evaluation Service, LLC Gary W. Walker (602) 515.6933 (205) 854-0160 BomIRoof ngUSAQuaMY alo—Loom Medium Profile - Denver FL & 7849.25 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Modµ Number or Name: ALL Approved for hue le HVNZ: ALL Impact Rea stant ALL Oat. From: ALL Page I of 1 72p2015 not 20 Dab Pending go V,IktO,d submitted PBC Aooronl AmmwQ SUM 0529/2f115 05/292015 08/022015 Approved �LAlMItaDg! Amroved ter Ues Aparored ter ales IDl1lSS gaalga Contract Exaltation Dab In HVHZ Outside HVHZ Read tMit I"—. 12/312016 No Y. WA WA PA Numbers PA1.0-PA1.4.dwf Tampa O O � U CM ♦V O O � O Ica- O W O .u? V J 0 E O O EZ V CCU i (D C: O Cin O }Q) W eaC— C/) L— U O U U m w Z Z Q J SHEET NO. PA 1.2 Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards 72020IS Product Approval Application Detail Search Criteria Coo Version: 2D14 FL Y: 7849.26 Application Type: ALL Product Manufacturer, ALL Category: ALL Subatagory: ALL Application Status: ALL Carroll— Method: ALL Quality Assurance Entity Contract Expired: ALL Product Mod*], Number w Name: ALL Product Descripton: ALL Approved for use It, HVHZ: ALL Approved Twruu ontaMa HVHi ALL impact Resistant ALL Desgn Pmsuse: ALL Date From: ALL Date To: ALL Search Critrla Code Version: 2014 Appaestion Type: ALL Calavnry: ALL Appac.d-Status: ALL Quality Assurance Entity Contract Expired: ALL Product eseriptlon: ALL Approved orusecatalde HVNZ: ALL Design Pressur.: ALL Data To: ALL Florida Department of Business & Professional Regulation peps t a t Building Codes and Standards 72wm15 Product Approval Application Detail PLY: 7849.16 Product Mims act— ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use a HVHZ: ALL Impact Realstant ALL Data From ALL Florida Department of Business & Professional Regulation Paps I a I Building Codes and Standards 7aM15 Product Approval Application Detail Search Criteria Coo Version: 2014 PLY: 128M 1 Application Type: ALL Product Manubeturor. ALL category: ALL Subcategory: ALL Application Stain: ALL Compliance Wilson: ALL Quality Assurance Entity Contract Upload: ALL Product Model, Number or Naar. ALL ProductDescription: ALL Approved for use a HVHZ: ALL Approval forusec bd&HVHZ: ALL impact Resistant ALL Design Press, ALL Dab From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I of 1 Building Codes and Standards 742 015 Product Approval Application Detail rat EDd4tsi Date Data Data Pemll o pets IYBa Version Manufaauror Contact EnameerALicense Widened By ValWentl Submlfted PBCAporoval Awroved sum. Revision 2014 ITW Butidhlg Components Group Inc. Stuart Laws ICC Evaluation Service, LLC Valium M. Renton, PE 03/25/2015 09/20/2015 03rar1015 Approved Category: Structural Components (8W) 75"Wi (407) 881-1917 subeatagory: Trust Plains slewiseapmeilw.con Compliance Method: Evaluation Report from a Product Evaluation Entlry Quality Assurance Apamved or Use Aonroved for Uu WM9 Dlel04 Ing Product Model. Number or Name Product D.eariatbn Contract Excitation ale In HYRZ outside W LZ Resistant Pressure 3 ITW BCG TnAox Metal Ccrmedw Plato 121311=0 Yes Yes WA WA Search Crberia Coo Version: 2D14 FLY: 1999.3 Application Type: ALL Product Manuucbrrer. ALL Cabpory: ALL Subale Tory: ALL Application State: ALL Compliance M.1 od: ALL Quality Assurance Entity Contract Expired: ALL Product: Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for uae outage HVHZ: ALL Impact iWiatam ALL Design Procure: ALL Data From: ALL 0.0 To: ALL Florida Department of Business & Professional Regulation P.pe I a 1 Building Codes and Standards 7204015 Product Approval Application Detail Sad: EDYCLgr 2111 Dtsts Data Pontoon 291 MM Version Manufacture r Contact Enobeara Lkauro validated By VnIW t d Submitted FSC A,—[ A.. ev d AMR, R.M. 2014 Wei, Industries, In. David Wet ICC Evaluation Service, LLC ICC Evaluation Service, 05r302015 08/11/2015 07/052015 Approved Category: Structural Components (314) $51-7480 I.I.C. SubCaupory: Taus Rate. drrertilimy.com (206) SW91 0 Compliance Method: Evaluation Report from a Producl Evaluation Erltlly Acproal for tees Awroyed for Use k11= 29111in Selig Product Model. Number w Name Product DeasoUtIon In HVHZ outside HVHZ Bowl= Pressure 3 MT18HS 18 ga. high 3bwVM truss connector pate 12/311WIS Yes You WA WA search Cdbria Coo Verson: 2014 APpWIllon Type: ALL Catagory: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL ProductDescription: ALL Approved urge tolde IIVHZ: ALL Design Pressure: ALL Date To: ALL FL N. 2197.3 Product Marsokourer: ALL Subcatstory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In RVNZ: ALL Impact Rusatemt ALL Data From: ALL Florida Department of Business & Professional Regulation Pape I a1 Building Codes and Standards 72D2DIS Product Approval Application Detail Search Criteria Coo Version: 2014 FLY: 7849.13 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Stabs: ALL Compllanue Mlothod: ALL Quality Assurance Early Contract Expired: ALL Product Model, Number or Name: ALL Product Description! ALL Approved for use In HVHZ: ALL Approved for was outside HVHZ-. ALL Impact Reslatent ALL Dasgm Pmsun: ALL Data From: ALL Dab To: ALL BArch Criteria Coo Version: 2014 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Easily Contract Expired: ALL Product Description: ALL Approved for teas outside HVHZ; ALL Design Pressure: ALL Dote To: ALL Search Criteria Cod. Version: 2014 Application Typr. ALL Category: ALL Appac.U-Status: ALL Quality Assurance Entity Contract Expired: ALL ProductDeaodind : ALL Approved ice uoe outside HVHZ: ALL Design Pressure: ALL Data To: ALL ;scion crberi. Cod. Version: 2014 Appantlon Type: ALL Category: ALL Application Sutra: ALL Quality Assurance Eaaty Contract Expired: ALL Product Description: ALL Approved or as. oualde HVHZ: ALL a.qn Pressure: ALL Data To: ALL Searoh ONbM Cap Version: 2014 Aptrloatlon Type: ALL calso Y: ALL Appacatlon Subs: ALL Quality Assurance Enft Corona E.Plred: ALL Prwtua D.-ApBon: ALL Approved or ua , outside NVHZ: ALL Dealt. Pressure: ALL Data To: ALL Florida Department of Business & Professional Regulation Pape I a I Building Codes and Standards TW20,5 Product Approval Application Detail FLY: 15078.1 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Nunther or Near.: ALL Approved for on in HVHZ: ALL Impact RessuaL ALL Data From: ALL Florida Department of Business & Professional Regulation. Pape 10 1 Building Codes and Standards 7202015 Product Approval Application Detail FLR 13578.1 Product Manufacturer, ALL Sutrcata cov; ALL Compliant. Method: ALL Product Model, Number or Name: ALL Approved for use M NVHZ: ALL Impact Resistant ALL Data From: ALL Florida Department of Business & Professional Regulation Pap I of Building Codes and Standards 7r2 ml5 Product Approval Application Detail FL Y: 19994 Product Manafachner. ALL Subcategory: ALL Compliant. Method: ALL Product Model, Number or Name: ALL Approved for use In NVHZ: ALL Impact Resistant ALL Date From: ALL Florida Department of Business & Professional Regulation Paps I at Building Codes and Standards 720=16 Product Approval Application Detail FLY: 2197.4 Product Manuiactoer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In HVHZ: ALL Impact Resistant ALL Data From: ALL search Crberis Code Verson: 2D14 FLY: 7849.14 Application Type: ALL Product Matubobiam. ALL Category: ALL Subcategory: ALL Application status: ALL Compliance Method: All Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for on M HVHZ: ALL Approved for tees oulsMe NVK& ALL Impact Raab ALL Design Pressure: ALL Data Fmm: ALL Data To: ALL Florida Department of Business & Professional Regulation P.pe l a t Building Codes and Standards 7rm2DI5 Product Approval Application Detail rsdg Eftft or 29k Mtt Date Poodkw 2da I= yMalsn ffilDIdaTAlf![ contact EgglpeergJ,b!mea V.Ilaabd av ValitleM9 Submitted FaC Approval Attu 199111 R.VWDn 2014 Global Protection Products, LLC. Tim Robinson WaitorA. TIIIE Jr„ P.E. John W. Kno.9", PE 05A18/2015 04IM015 05/112015 06=015 Approved Category: Soudan; (954) 689&7545 PE-44167 (954) 772-6224 Subcatagory: Storm Panels tlm.robinsonatippanr.omn Compliance Method: Evaluation Report from a Florida Registered Arched or a U—c! Florida Professional Engineer riE9.i Product MedN. Nllrrbero Name Quality Assistance, Approval far Uu Approved for Ilse Product Description in.NVHZ Dioxide HVHZ bgpapt Design Russ p 2 24 Gaga Golvanlxed Steel SMm Pan.WNWHZ Comlgeled Galvadzed Steel Stomp Purls retained 12r31/2D15 No Yes Yes WA or not by tracks to provide humcan , pMectlon. Burch Crberla Coda Version: 2D14 PLY: 15D76.2 Application Type: ALL Product Manuhehrrer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliass. Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVN7- ALL Approved for tau outside HVHZ: ALL impact R.s wtuot ALL Design Pressure: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pape I a Building Codes and Standards 742=15 Product Approval Application Detail Srffif. Entry or pats bats lWalPorefit, 292 mm Version Manufacturer Contact EnpinserALleanse Validated By Validated Submitted EB4.Agdaml Alm—d $tMbu Revision 2014 ITW Bulldhq Components Croup Inc, Stuart Leon. ICC Evaluation Service, LLC VAN= M. Rased, PE 0325/20i5 0320/2015 03292g15 Approved Category: Structural Components (800) 785-6001 (407) 681-1917 S.bCatagory: Tress Plain. aswatita4lrreEty.com Compliance Method: Evauatlon Report room a Product Evaluation Emily QuaMvA.sseaau Acoroved for Use Approval for lisp bgptay Dselm Ss ti Y Product Model. Nunberw Name Product Description Cpnenet Fioirsem tub In HVNZ outside Run Resistant Pressure 1 ITW BCG ifgher Stretpm (H Damp; S) Metal Connector Plate 121312020 Yes Yes WA WA '. Searoh Crbene Cob Version: 2014 Application Type: ALL Category: ALL Application Stan.: ALL Quality Assurance Emory Contract Expired: ALL Product Description: ALL Approved for tees outslde HVHZ: ALL Design Pressure: ALL Data To: ALL Search Critria Cod. Version: 2014 Ap~- Type: ALL Category: ALL Application Status: ALL Quality Aseumnce Entity Contract Exphod: ALL ProductctDescription: ALL Approved or use outaM. HVH2: ALL Design Pressure: ALL Data To: ALL FLY: 1999.1 Product ManWecam: ALL subcategory; ALL Cornplla Method: ALL Product Model, Number or Name: ALL Approved for use In HVHZ: ALL Impact ResMunt ALL Data From: ALL Florida Department of Business & Professional Regulation Pape I al Building Codes and Standards MIMIs Product Approval Application Detail FL Y: 2197.1 Product Manufacturer. ALL SubategoM• ALL Compliance Method: ALL Product Model. Number or Name. ALL Approved for use In tMlZ: ALL Inpea Reateum: ALL Data From: ALL Florida Department of Business & Professional Regulation Pap. I of 1 Building Codes and Standards 7ro)MIS Product Approval Application Detail fi4lIE EI1dhLSC Aw pets Data Pence. Data Mae Version hlaagleow Contact Enubear a License V.Ikabd Is, Submitted FSC Aoorovel Alternated AWOL Revialon 2014 MTek Industries. Ina David Wan ICC Evaluation Service, LLC ICC Evaluation Service, 08I30/2015 06/112015 071=015 Approved Category: Structural Components (314) 8$1-7480 LLC. Subcategory: Taus Pleas dw~I.00m (205)599.98W Compliance Method: Evaluation Report from a Product EZwdon Err* gwwbLammum Aooroved ter UM aRDMXWIUJiU IMR&g 22WM E»a Padua Mon.l. Number orName 1, HVHZ outside HVHZ tod P—ra 6 Mi20H3 20 ga. high strengm truss connector pate 12131/2015 Yes Yes WA WA $esfch Croria Coo Y.n1— 2014 FLY: 2197.5 APPA-don type: ALL Product Manufacbtnr. ALL Cauvery: ALL Subcat.aory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Enter Contract Expired: ALL Product Model, Number or Name: ALL Product D—Aption: ALL Approved for use In HVHZ: ALL Approved or use outelde HVHZ: ALL houses Rosatart: ALL resign Preasun: ALL Data From: ALL Dab To: ALL Swrchcrlbrla Coo Version: 2014 ApW.d- Type: ALL Cabpory: ALL Application Stahel: ALL Quality Assurance Emity, Contract Expired: ALL Product DescrgUon: ALL Approved for lees outside HVHZ: ALL Deagn Prsssun: ALL Data To: ALL Search Criteria Cod. Version: 2014 Application Type: ALL ca"Dorin ALL Application Status: ALL Quality Assurance Enter Contract Expired: ALL Product Description: ALL Approved for ass ouaMe HVHZ: ALL De*]ti n Prossun: ALL Data To: ALL 9>b6a.li>BaM Cora Version: 2014 Application Type: ALL catagmry: ALL Application Suites: ALL Quality Assurance Entiy Contract Expired: ALL Product DOWAIP110a: ALL Approved for tau autoMe HVHZ: ALL Design Pressure: ALL dab To: ALL Florida Department of Business & Professional Regulation Page 1 a Building Codes and Standards 72o2016 Product Approval Application Detail FLY: 7849.15 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In NVHL• ALL inpect Rnlsunt ALL Data From: ALL Florida Department of Business & Professional Regulation Pape I Orr Building Codes and Standards 72042015 Product Approval Application Detail FLY: 15088.1 Product Manubalunr. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Nome: ALL Approved for use In HVHZ: ALL impact Resistant ALL Date From: ALL Florida Department of Business & Professional Regulation P.pe 1 a I Building Codes and Standards 7/mrmis Product Approval Application Detail FL Y: 1999.2 Product Manuact.— ALL Subcatgory: ALL Compliance Method: ALL Product Model, Number.r Name: ALL Approved for tau In HVHZ: ALL Impact Resistant ALL Date Fan: ALL Florida Department of Business & Professional Regulation P.pe l a i Building Codes and Standards D2020IS Product Approval Application Detail Search Criteria Cods Venal— 2014 FL P. 2197.2 APpikatlun Type: ALL Product Manufacturer. ALL Cmellory: ALL Subcategory: ALL Appgadon Stall— ALL Compliance Method: ALL Quality Asemmou Eaft Contract Exptral: ALL Product Model, Number or Name: ALL product on Ption: ALL Approved for use in HVNZ: ALL Approved for use oubMo HVHZ: ALL Impact Resistant: ALL Dogn Pr.esurs: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pali. I of I Building Codes and Standards 72020I5 ProductApproval Application Detail 2291 Eadator gets pets atePendhat D� IYat Version Manufacturer Coo Validated By V IWatsd liubooltld FaC Aooroval Aonroyed Htsbn Revision 2014 Boiae Engineered Wood Products Robert Taylor ICC EvaNalbn Service, LLC APA- The Engineered 0527/2015 0610I2015 001=015 Approved Category: Structural Components (541)82641200 Wood Association SubCate": Engineered Lumber robentaylor&c.ccm (263)620-7467 Compliance Method: Evaluation Report room a Product Evaluation Entity SbMImCMNIOgge Aooroval ter Use Aeoroyed for Uu ts1Q1LS ME lag Product Model. Number or Name zmmtaasdggm Contract Excitation .Daft In HVHZ outside HVHZ BWMtsat P—, i Verse -Lam Lamneied Veneer Lumber 01/01/2035 No Yea WA WA Search Consols Coo Version: 2014 FLY; 1644.1 Application Type: ALL Product Manufcturen ALL Calapory: ALL Subcategory: ALL Application States: ALL Compliance method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Descdom: ALL Approved for tau to HVHZ: ALL Approved forrro outside HVNZ: ALL Impact Resistant ALL Design Praesun: ALL Date Fran: ALL Data To: ALL PA Numbers PA1. Tampa O-PA1.4.dwf N U CU > (D �• U L N O� Q O =3 '0 U O U) O O � = Co 0 O > E L N -a CU L~ ^0— F— .,0 v) a z z LU J U) O U O }^J O CIO C/) 0 O W V m m w z z z a J SHEET NO. PA 1111113 -- J rah I l i I I I 1 I ------ � I� I N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 m 1 MAWS 2291 Entity 2di 20 Dagi ending Light im Version Manufacturer 29Dgaf @npMear& License Veldmd av ShIWatlm Su0mitted FOCAaoroval A--d status Revision 2014 Boise Englneeredl VA d ProduCle Robed Taylor ICC Evaluation Service, LLC APA-The Engineered 0527/2015 05JOSWI5 ON202015 Approved Category: Structural Components (541) 826-0200 Wood Association Subcategory: ErlpMaered Lumber robereaylorillibc.00m (253) 620-7457 Compliance Method: EY"Non Report from a Product Evaluation Entry Bea• Product Mod.L Number or Near. Pfcdael Description Quality Assurance Contract MINIMUM Date Approved for Use Approved by Use lm Dealon In HVHZ outside HVHZ n Rsebfent )ems 1 AJS Joiab Wood &quota qud; Joan 01/0112035 No Yea WA WA Search Criteria Code Venlon: 2D14 FLY: 1645.1 Application Type: ALL Product Mwnutecomr: ALL Category: ALL Subcategory: ALL Appease -Stains: ALL Compliance Method: ALL Quality Aswranw Entity Contract Expired: ALL Product Model, Number or Name: ALL Product D"Pllon: ALL Approved for use InHVHL- ALL Approved for now outside HVN2: ALL Impact Reautus: ALL Design Preesum: ALL Daft From: ALL Daft To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Scorch CrileM Code Version: 2014 FLY: 1030.4 Application Type: ALL Product Manukcoml ALL category: ALL Subcetagoryt ALL APpEcatlm gates: ALL Compare nce Method; ALL QualltyAswrmce Emery Contract Expired: ALL Product Mods, Number or Name: ALL Product Deacription: ALL Approved for use M HVNZ: ALL Apptwed foremcubida HVHZ: ALL Impact Resistant ALL Design Pmeure: ALL Don From: ALL Don To: ALL 844roh Creeds Code Version: 2014 FLY: 0527.2 Appacatlon Type: ALL Product Manufacturer, ALL Category: ALL Subcategory: ALL Application Stabs: ALL Compliance Mashed: ALL Quality Assurance Entity Contract Expind: ALL Product Model, NuMeror Name: ALL Product Deaerlptiw: ALL Approved for use In HVHZ1 ALL Approved for use outside NVNL• ALL Impact Resistant ALL Design Pmseuro: ALL Date From: ALL Dots To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Search Cream Code Version: 2014 PL Y: 1774 Application Type: ALL Product Manmecomr. ALL Calagory: ALL Subcategory: ALL Appacatlon States: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL PmductNddel, Number or Name: ALL Product Dem ripul : ALL Approved for tea M HVHZ-. ALL Appoved for use outside HVRZ,• ALL Impact Resistant ALL Design Pmesum: ALL Data lama: ALL ode To: ALL pee l ell M11 015 Pegelatl I 7202015 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 51 T202015 299E Lim or Dag 21& IHg PeMinc 21k L j Version ddmmld FOG A, —I Approved Revision 2014 Weyedaeuser Jim Andaman ICC Evaluation Service, LLC James A. Romnum, P.E. 0710612015 05/122016 Validated Category: Structural Components (253) 0244084 (608) 224-W13 Subcategory: Engineered Lumber plmamdemon24veyerhes Compliance Method: Evaluation Report ham a ueer.com Product Evaluation Entity Quality Assurance Awroved IN Use Approved for Ilse annual Boston Seae Product Model. Number or Noma Product Description Convict Emimtlon lute 1n HVXL Wbde HVHZ I tit prarestu,rg 1 TJI 110 Prefabricated Mod I -joist 08/312017 No Yes WA WA Search Criteria Coda Version: 2014 FLY: IWA Application Type: ALL Product Manufacturer. ALL Cmgory: ALL Subcategory: ALL Application gtaus: ALL Compliance Method: ALL Quality Assurance EmAy Contra" EpmlrW: ALL Product Model, Number or Name: ALL Product Description: ALL Approved In, use M NVHZ: ALL Approved for ace outside HVHM ALL Impact Resistani: ALL Design Pmseum: ALL Date From: ALL Out. To: ALL Searoh Create Cab Veralon: 2014 FL Y: la30.5 Application Type: ALL Product Msnrdactumr. ALL Cmgory: ALL Subcategory ALL Application Stabs: ALL Compliance Method: ALL Quality Asmanw Entity Contract Expired: ALL Product Model, Number or Nams: ALL Product Deaodption: ALL Approved for use M NVH2: ALL Approved for use outside HVNZ: ALL Impact Realeunb ALL Desgn Pnesuh: ALL Data Fran: ALL Dee To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pee 1 of i 72o201s r9a Rpm or Data Big Date Poodle Dag Man- Version ManuhcWror Contact Enalnwr&Lkenss Vtldated By Valdated Submitted FaC Aoomvel A stow Revision 2014 Weyehaeuwr Jim Anderson ICC Evaluation Serv106, LLC James A Rothman, P.E. 07/0012015 06/122015 VSNdoW Category: Structural Components (253) 924.4084 (808) 224-5513 SubCategoy: Engineered Lumber "Ar derson2Gweyerhae Compliance Method: Evaluation Report from a raer.mm Product Evaluation Entity $!9.! Product Modal. Number w Name Preduct Issecritudon Quality, Arseureace, AamovW mrUea 'A-,,W for the banner DaaIDa Contnet EmlrWon Don In HVN. outsidemm J?aawm )'hewn 3 Paraltem PSL Parallel Strand Lumber 03K312017 No Yes WA WA Sarch Crbeda Code When: 2014 FL Y: 9527.3 Applkedw Type: ALL Productmnulactumr, ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Aswrance Entity Contact Expired: ALL Product Model, Numbara Nauru., ALL Product Description: ALL Approved for tea M NVHZ: ALL Approved for w.-tilde HVHZ: ALL Impact Resistant, ALL Design P—un: ALL Data From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page" onI 7�rzd1s Code More, Yt[a ,moffiftau Revision 2014 Pourers Steel Inc, Cmgory: Structural Components Subcategory: Products Introduced as a Result of Now Technology Compliance Method: Evaluation Report from a Florida Registered Anche' x ora Licensed Florida ProTeselonel Engineer Indryor vnaiam powers Steven W. 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